14652291 Croton on Hudson.Roof SA.04-01-25
agreement
80 pages
Meeting: portal event 1074 (no meeting page on file)
Agenda item: Referral from Village Board of Trustees for a Local Waterfront Revitalization Program (LWRP) Consistency review for AT&T Lease Agreement and Special Permit to co-locate a wireless facility at 1 Van Wyck Street
Agreement / contract, 80 pages. Attached to agenda item: “Referral from Village Board of Trustees for a Local Waterfront Revitalization Program (LWRP) Consistency review for AT&T Lease Agreement and Special Permit to co-locate a wireless facility at 1 Van Wyck Street”
Retrieved 2026-04-15 from the village's meeting portal.
View the original PDF ↗
Also attached to this agenda item:
14652291 Croton on Hudson Mount Analysis Report...
14652291.Croton on Hudson.Tower Analysis.04.25.2025
14652291.Croton-On-Hudson.CDS.Rev 0.06.27.2025
14652291 2191A1DMPN Croton On Hudson 6409InitialLetter...
Coastal Assessment Form - AT T
GENERAC SD230 230kW Diesel Genreator Spec Sheet 0K5098
LWRP 2024 Updated
LWRP 2024 Updated2
Short EAF Part 1 - AT T Wireless
Extracted text
Date: April 1, 2025
Subject
Structural Analysis Report
GT Wireless Engineering
Project Number:
GT.015.0032
AT&T Mobility
Site Name:
NWL06362
Site Number:
SINY008246
FA Number:
Albul Engineering
Project Number:
35661.GTW.RTP.G418900.0
Site Data
1 Van Wyck Street, Croton on Hudson, Westchester County, NY
Latitude: 41° 12' 29.91”, Longitude: -73° 53' 15.76”
55.17-Foot-Tall Building
Dear Mr. Nawrotzki,
Per your request, Albul Engineering has performed a structural analysis to evaluate the structural capacity of the
existing roof structure of the above referenced building for the addition of wireless telecommunication
appurtenances by AT&T Mobility. The analysis has been performed in accordance with the AISC-LRDF 14th
Edition and TIA-222-H standards, and 2020 New York State Uniform Code requirements based upon an ultimate
3-second gust wind speed of 123 mph.
Upon reviewing the results of this study, it is our opinion that the structure meets the specified AISC and ASCE
code requirements. The existing structure is adequate to support the existing and proposed loading as listed in
this report.
Structure:
48.2%
Pass
We at Albul Engineering appreciate the opportunity of providing our continuing professional services to
GT Wireless Engineering and AT&T Mobility. If you have any questions or need further assistance on this or any
other projects, please give us a call.
Dmitriy Albul, P.E.
Professional Engineer
New York License Number: 089075
Greg Nawrotzki
GT Wireless Engineering, PLLC
Albul Engineering, LLC
56 Dearborn Drive
Old Tappan, NJ 07675
3840 E. Robinson Road
Amherst, NY 14228
(617) 694-4291
greg@gt-we.com
(716) 650-8147
dalbul@albuleng.com
Expiration Date: 04-30-28
Albul Engineering LLC/COA: PB 106682
04-01-25
Client: GT Wireless Engineering, PLLC
Albul Engineering Project No: 35661.GTW.RTP.G418900.0
Albul Engineering, LLC
www.albuleng.com
Office: (716) 800-1364
3840 E. Robinson Road
Amherst, NY 14228
CONTENTS
1.0
INTRODUCTION
1.1
DOCUMENTS PROVIDED
2.0
EXISTING AND PROPOSED EQUIPMENT
3.0
CODES AND LOADING
4.0
STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES
5.0
ANALYSIS AND ASSUMPTIONS
6.0
RESULTS AND CONCLUSION
APPENDIX A
PHOTOS AND CALCULATIONS
Client: GT Wireless Engineering, PLLC
Albul Engineering Project No: 35661.GTW.RTP.G418900.0
Albul Engineering, LLC
www.albuleng.com
Office: (716) 800-1364
3840 E. Robinson Road
Amherst, NY 14228
1.0
INTRODUCTION
The final installation system consists of three (3) mounts that were installed on the existing tower located
on the roof of the building with the final equipment installation centerline of 71.0-ft above the ground level.
The objective of this report is to assess the existing and proposed installation of antennas and RRH units
on the existing non-penetrating ballast frame. This report is limited to the analysis of the existing roof
structure only.
1.1
DOCUMENTS PROVIDED
The analysis is based on the following documents:
Structural Design Report by Sabre Industries 40’ 2400SRWD Roof-Top Guyed Tower,
dated November 6, 2019
Roof Structural and Tower Support Structural Analysis by Azimuth Engineering P.C.,
dated December 17, 2021
Site Visit Photos by GT Wireless Engineering, dated December 6, 2024
RFDS by AT&T Mobility, dated February 25, 2025
2.0
EXISTING AND PROPOSED EQUIPMENT
The analysis is based on the following appurtenances:
Mounting
Level (ft)
Antenna
Centerline
(ft)
Qty
Equipment
Manufacturer
Equipment Model
Number
of Feed
Lines
Feed
Line
Size
(in)
Notes
93.75
93.75
-
Dipole
1/2
-
Ground Plane Antenna
-
Stand-Off
-
Unistrut Arms
92.5
92.5
-
Yagi
87.0
87.0
-
Yagi
71.0
71.0
Commscope
5ft T-Arm SF-HPM3-96
1/2
Commscope
NNH4-65B-R3-UPM-V2
55.0
55.0
Ericsson
4494 B14/B29
Ericsson
4890 B25/B66
Ericsson
Air6472 B77G B77M
-
OVP
Site Pro 1
RT-TTU10HD
Notes:
1. AT&T Mobility equipment.
2. Equipment by others.
Client: GT Wireless Engineering, PLLC
Albul Engineering Project No: 35661.GTW.RTP.G418900.0
Albul Engineering, LLC
www.albuleng.com
Office: (716) 800-1364
3840 E. Robinson Road
Amherst, NY 14228
3.0
CODES AND LOADING
The analysis has been performed in accordance with the following codes and loading as adopted in
Westchester County, New York:
2020 New York State Uniform Code
Structural Standard for Antenna Supporting Structures, Antennas and Small Wind Turbine
Support Structures - ANSI/TIA-222-H
ASCE 7-16
AISC 360-16 Specification for Structural Steel Buildings
Risk Category: III
Ultimate Wind Speed: 123 MPH
Exposure Category: C
Topographic Category: 1
Wind Speed with Ice: 40 MPH
Ice Thickness: 1.0”
Seismic: Ss=0.291, S1=0.061
Ground Snow Load: 30 PSF
Roof Live Load: 20 PSF
4.0
STANDARD CONDITIONS FOR ENGINEERING SERVICES ON EXISTING STRUCTURES
The analysis is based on the documents listed in Section 1.1. The appurtenance position and condition
of antenna mounts have not been verified and assumed to be correct. Unless otherwise noted, the
structure and the foundation system are assumed to be in good condition, free of defects and can
achieve theoretical strength.
It is assumed that the structure has been maintained and shall be maintained during its service. The
superstructure and the foundation system are assumed to be designed with proper engineering
practice and fabricated, constructed and erected in accordance with the design documents. Albul
Engineering will accept no liability which may arise due to any existing deficiency in design, material,
fabrication, erection, construction, etc. or lack of maintenance. Contractor should inspect the condition
of the existing structure and notify Albul Engineering for any discrepancies and deficiencies before
proceeding with the construction.
The analysis results presented in this report are only applicable for the previously mentioned proposed
loading. Any deviation of the proposed equipment and placement will require Albul Engineering to
generate an additional structural analysis.
5.0
ANALYSIS AND ASSUMPTIONS
The existing antenna mounts were evaluated by RISA-3D Version 22 a Finite Element Analysis (FEA)
software. The existing connections were evaluated by custom developed Excel tool.
tnxTower (version 8.2.4.3), a commercially available analysis software package, was used to create a
three-dimensional model of the tower and calculate member stresses for various loading cases.
Selected output from the analysis is included in Appendix A.
Client: GT Wireless Engineering, PLLC
Albul Engineering Project No: 35661.GTW.RTP.G418900.0
Albul Engineering, LLC
www.albuleng.com
Office: (716) 800-1364
3840 E. Robinson Road
Amherst, NY 14228
6.0
RESULTS AND CONCLUSION
Based on the results of the structural analysis, we have found that the existing roof structure is adequate
to support the existing and proposed loading. The roof structure elements would be loaded to the
following capacities:
Roof sheathing:
7.7%
Wooden Beams:
28.8%
Diagonal Beams:
9.9%
Vertical Post:
23.4%
Ridge:
48.2%
Plates:
25.4%
Frame Beams:
12.3%
Threaded Rods:
5.6%
Reinforcing Channel:
38.7%
Legs:
8.1%
Bracing Angles:
5.7%
Platform Beams:
5.3%
Should you have any questions or need any clarifications about this report, please contact
Albul Engineering at (716) 800‐1364.
Albul Engineering, LLC
Dmitriy Albul, P.E.
Professional Engineer
New York License Number: 089075
Expiration Date: 04-30-28
Albul Engineering LLC/COA: PB 106682
04-01-25
Client: GT Wireless Engineering, PLLC
Albul Engineering Project No: 35661.GTW.RTP.G418900.0
Albul Engineering, LLC
www.albuleng.com
Office: (716) 800-1364
3840 E. Robinson Road
Amherst, NY 14228
APPENDIX A: PHOTOS AND CALCULATIONS
EXISTING STRUCTURE
Date:
4/1/2025
Site Name:
14652291 Croton on Hudson
C
Project Engineer:
DVA
III
Project No:
35661.GTW.RTP.G418900.0
118.0
ft
Customer:
GT Wireless Engineering, PLLC
mph
Carrier:
AT&T Mobility
mph
1.00
in
Building Code:
40.0
mph
1.20
in
TIA Standard:
H
Mount Type:
Rooftop
Mount Existing?
0.00
Mount Centerline:
ft
0.00
ft
Superstructure Height:
ft
0.00
ft
Structure Type:
Rooftop
0.00
ft
Yes
Gh:
1.000
D (Default)
K zmin :
0.850
0.2910
K Z :
1.098
0.0610
K d :
0.950
0.3040
K zt :
1.000
0.0980
1.5670
Ke:
0.996
2.4000
Ka:
0.900
0.1900
0.0300
1.00
2.50
I ice:
1.150
1.00
q z :
40.24
psf
mph
Escalated Ice Thickness:
1-Second Coeff. (Fv):
Factors
Run Seismic?
Site Soil:
Short-Period Accel. (Ss):
1-Second Accel. (S1):
Short-Period Design (SDS):
1-Second Design (SD1):
Cs min
Short-Period Coeff. (Fa):
Overstrength (Ωo):
Response Mod. (Rp):
Topographic Feature:
Site Information
Crest Height (H):
Amplification Factor (ap):
Exposure Category:
Risk Category:
Ground Elevation
Ultimate Wind Speed:
Design Wind Speed:
Topographic Category:
Cs
Slope Distance (L):
Distance from Crest (x):
Service Wind:
Ice Thickness:
Ice Wind Speed:
Topographic Method:
Albul Engineering, LLC
3840 E. Robinson Road
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Job: 14652291 Croton on Hudson
Project: 35661.GTW.RTP.G418900.0
Client: GT Wireless
Drawn by: dalbul
App'd:
Code: TIA-222-H
Date: 04/01/25
Scale: NTS
Path:
Dwg No. E-1
7/16 EHS LC=41.52 ft IT=10%
R=20.75 ft
95.1 ft
85.1 ft
90.1 ft
90.1 ft
90.1 ft
90.1 ft
75.1 ft
60.1 ft
55.1 ft
Section
T1
T2
T3
T4
Legs
SR 1 1/4
Leg Grade
A572-50
Diagonals
SR 3/4
SR 7/8
Diagonal Grade
A36
Top Girts
SR 3/4
Bottom Girts
SR 3/4
12x3/8
Horizontals
SR 3/4
Sec. Horizontals
SR 3/4
N.A.
Top Guy Pull-Offs
SR 3/4
N.A.
Face Width (ft)
# Panels @ (ft)
8 @ 2.45833
6 @ 2.47222
3 @ 1.47222
Weight (lb)
233.6
233.6
377.2
126.7
971.0
PLAN
R=21.50 ft (53.5)
R=20.75 ft (53
R=20.58 ft (53.5)
R=20.92 ft (53.5)
Stand Off (3)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
4'6" x 4'6" Ground Plane Antenna
93.85
Unistrut Arns
93.85
18" x 1" Yagi
92.6
18" x 1" Yagi
87.1
SF-HPM3-96 (3)
76.1
(2) NNH4-65B-R3-UPM-V2
76.1
(2) NNH4-65B-R3-UPM-V2
76.1
(2) NNH4-65B-R3-UPM-V2
76.1
(2) 8'x2 1/2" Pipe Mount
76.1
(2) 8'x2 1/2" Pipe Mount
76.1
(2) 8'x2 1/2" Pipe Mount
76.1
DESIGNED APPURTENANCE LOADING
TYPE
TYPE
ELEVATION
ELEVATION
Stand Off (3)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
12' x 2-1/2" Dipole (2 Element)
93.85
4'6" x 4'6" Ground Plane Antenna
93.85
Unistrut Arns
93.85
18" x 1" Yagi
92.6
18" x 1" Yagi
87.1
SF-HPM3-96 (3)
76.1
(2) NNH4-65B-R3-UPM-V2
76.1
(2) NNH4-65B-R3-UPM-V2
76.1
(2) NNH4-65B-R3-UPM-V2
76.1
(2) 8'x2 1/2" Pipe Mount
76.1
(2) 8'x2 1/2" Pipe Mount
76.1
(2) 8'x2 1/2" Pipe Mount
76.1
MATERIAL STRENGTH
GRADE
GRADE
Fy
Fy
Fu
Fu
A572-50
50 ksi
65 ksi
A36
36 ksi
58 ksi
TOWER DESIGN NOTES
1. Tower is located in Westchester County, New York.
2. Tower designed for Exposure C to the TIA-222-H Standard.
3. Tower designed for a 123 mph basic wind in accordance with the TIA-222-H Standard.
4. Tower is also designed for a 40 mph basic wind with 1.00 in ice. Ice is considered to
increase in thickness with height.
5. Deflections are based upon a 60 mph wind.
6. Tower Risk Category III.
7. Topographic Category 1 with Crest Height of 0.00 ft
8. The existing structure load modification factors, Kes, from TIA-222-H Annex S were
considered in this analysis.
9. A demand-capacity ratio of 1.05 was used in this analysis as allowed by TIA-222-H.
tnxTower
Job
14652291 Croton on Hudson
Page
1 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower Input Data
The main tower is a 3x guyed tower with an overall height of 95.10 ft above the ground line.
The base of the tower is set at an elevation of 55.10 ft above the ground line.
The face width of the tower is 2.00 ft at the top and tapered at the base.
This tower is designed using the TIA-222-H standard.
The following design criteria apply:
Tower is located in Westchester County, New York.
Tower base elevation above sea level: 173.10 ft.
Basic wind speed of 123 mph.
Risk Category III.
Exposure Category C.
Simplified Topographic Factor Procedure for wind speed-up calculations is used.
Topographic Category: 1.
Crest Height: 0.00 ft.
Nominal ice thickness of 1.0000 in.
Ice thickness is considered to increase with height.
Ice density of 56 pcf.
A wind speed of 40 mph is used in combination with ice.
Temperature drop of 50 °F.
Deflections calculated using a wind speed of 60 mph.
The existing structure load modification factors, Kes, from TIA-222-H Annex S were considered in this analysis.
A demand-capacity ratio of 1.05 was used in this analysis as allowed by TIA-222-H.
Pressures are calculated at each section.
Stress ratio used in tower member design is 1.
Safety factor used in guy design is 1.
Tower analysis based on target reliabilities in accordance with Annex S.
Load Modification Factors used: Kes(Fw) = 1.0, Kes(ti) = 1.0.
Maximum demand-capacity ratio is: 1.05.
Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs
Assume Legs Pinned
√ Calculate Redundant Bracing Forces
Consider Moments - Horizontals
√ Assume Rigid Index Plate
Ignore Redundant Members in FEA
Consider Moments - Diagonals
√ Use Clear Spans For Wind Area
√ SR Leg Bolts Resist Compression
Use Moment Magnification
√ Use Clear Spans For KL/r
All Leg Panels Have Same Allowable
Use Code Stress Ratios
√ Retension Guys To Initial Tension
Offset Girt At Foundation
Use Code Safety Factors - Guys
√ Bypass Mast Stability Checks
√ Consider Feed Line Torque
Escalate Ice
√ Use Azimuth Dish Coefficients
√ Include Angle Block Shear Check
Always Use Max Kz
√ Project Wind Area of Appurtenances
Use TIA-222-H Bracing Resist. Exemption
Use Special Wind Profile
Alternative Appurt. EPA Calculation
Use TIA-222-H Tension Splice Exemption
√ Include Bolts In Member Capacity
√ Autocalc Torque Arm Areas
Poles
Leg Bolts Are At Top Of Section
Add IBC .6D+W Combination
Include Shear-Torsion Interaction
√ Secondary Horizontal Braces Leg
√ Sort Capacity Reports By Component
Always Use Sub-Critical Flow
Use Diamond Inner Bracing (4 Sided)
√ Triangulate Diamond Inner Bracing
Use Top Mounted Sockets
√ SR Members Have Cut Ends
Treat Feed Line Bundles As Cylinder
Pole Without Linear Attachments
SR Members Are Concentric
Ignore KL/ry For 60 Deg. Angle Legs
Pole With Shroud Or No Appurtenances
Distribute Leg Loads As Uniform
Use ASCE 10 X-Brace Ly Rules
Outside and Inside Corner Radii Are Known
tnxTower
Job
14652291 Croton on Hudson
Page
2 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Leg B
Guy B
Leg C
Guy C
Leg A
Guy A
Face A
Face B
Face C
Corner & Starmount Guyed Tower
Wind 0
Wind 90
Wind 180
Z
X
Tower Section Geometry
Tower
Section
Tower
Elevation
ft
Assembly
Database
Description
Section
Width
ft
Number
of
Sections
Section
Length
ft
T1
95.10-85.10
2.00
10.00
T2
85.10-75.10
2.00
10.00
T3
75.10-60.10
2.00
15.00
T4
60.10-55.10
2.00
5.00
Tower Section Geometry (cont’d)
Tower
Section
Tower
Elevation
ft
Diagonal
Spacing
ft
Bracing
Type
Has
K Brace
End
Panels
Has
Horizontals
Top Girt
Offset
in
Bottom Girt
Offset
in
T1
95.10-85.10
2.46
K Brace Left
No
Yes+Steps
1.0000
1.0000
T2
85.10-75.10
2.46
K Brace Left
No
Yes+Steps
1.0000
1.0000
T3
75.10-60.10
2.47
K Brace Left
No
Yes+Steps
1.0000
1.0000
T4
60.10-55.10
1.47
K Brace Right
No
Yes
1.0000
6.0000
tnxTower
Job
14652291 Croton on Hudson
Page
3 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1 95.10-85.10
Solid Round
1 1/4
A572-50
(50 ksi)
Solid Round
3/4
A36
(36 ksi)
T2 85.10-75.10
Solid Round
1 1/4
A572-50
(50 ksi)
Solid Round
3/4
A36
(36 ksi)
T3 75.10-60.10
Solid Round
1 1/4
A572-50
(50 ksi)
Solid Round
7/8
A36
(36 ksi)
T4 60.10-55.10
Solid Round
1 1/4
A572-50
(50 ksi)
Solid Round
7/8
A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Top Girt
Type
Top Girt
Size
Top Girt
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
T1 95.10-85.10
Solid Round
3/4
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
T2 85.10-75.10
Solid Round
3/4
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
T3 75.10-60.10
Solid Round
3/4
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
T4 60.10-55.10
Solid Round
3/4
A36
(36 ksi)
Flat Bar
12x3/8
A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower
Elevation
ft
No.
of
Mid
Girts
Mid Girt
Type
Mid Girt
Size
Mid Girt
Grade
Horizontal
Type
Horizontal
Size
Horizontal
Grade
T1 95.10-85.10
None
Solid Round
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
T2 85.10-75.10
None
Solid Round
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
T3 75.10-60.10
None
Solid Round
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
T4 60.10-55.10
None
Solid Round
A36
(36 ksi)
Solid Round
3/4
A36
(36 ksi)
Tower Section Geometry (cont’d)
tnxTower
Job
14652291 Croton on Hudson
Page
4 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower
Elevation
ft
Secondary
Horizontal Type
Secondary Horizontal
Size
Secondary
Horizontal
Grade
Inner Bracing
Type
Inner Bracing Size
Inner Bracing
Grade
T1 95.10-85.10
Solid Round
3/4
A36
(36 ksi)
Solid Round
A36
(36 ksi)
T2 85.10-75.10
Solid Round
3/4
A36
(36 ksi)
Solid Round
A36
(36 ksi)
T3 75.10-60.10
Solid Round
3/4
A36
(36 ksi)
Solid Round
A36
(36 ksi)
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Gusset
Area
(per face)
ft2
Gusset
Thickness
in
Gusset Grade Adjust. Factor
Af
Adjust.
Factor
Ar
Weight Mult.
Double Angle
Stitch Bolt
Spacing
Diagonals
in
Double Angle
Stitch Bolt
Spacing
Horizontals
in
Double Angle
Stitch Bolt
Spacing
Redundants
in
T1 95.10-85.10
0.00
0.0000
A36
(36 ksi)
0.0000
0.0000
0.0000
T2 85.10-75.10
0.00
0.0000
A36
(36 ksi)
0.0000
0.0000
0.0000
T3 75.10-60.10
0.00
0.0000
A36
(36 ksi)
0.0000
0.0000
0.0000
T4 60.10-55.10
0.00
0.0000
A36
(36 ksi)
0.0000
0.0000
0.0000
Tower Section Geometry (cont’d)
K Factors1
Tower
Elevation
ft
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs
X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T1
95.10-85.10
No
No
0.7
0.7
0.7
0.7
0.7
0.7
T2
85.10-75.10
No
No
0.7
0.7
0.7
0.7
0.7
0.7
T3
75.10-60.10
No
No
0.7
0.7
0.7
0.7
0.7
0.7
T4
60.10-55.10
No
No
0.7
0.7
0.7
0.7
0.7
0.7
1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to
the overall length.
Tower Section Geometry (cont’d)
tnxTower
Job
14652291 Croton on Hudson
Page
5 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower
Elevation
ft
Leg
Diagonal
Top Girt
Bottom Girt
Mid Girt
Long Horizontal
Short Horizontal
Net Width
Deduct
in
U
Net Width
Deduct
in
U
Net Width
Deduct
in
U
Net
Width
Deduct
in
U
Net
Width
Deduct
in
U
Net
Width
Deduct
in
U
Net
Width
Deduct
in
U
T1 95.10-85.10 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
T2 85.10-75.10 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
T3 75.10-60.10 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
T4 60.10-55.10 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Tower
Elevation
ft
Redundant
Horizontal
Redundant
Diagonal
Redundant
Sub-Diagonal
Redundant
Sub-Horizontal
Redundant Vertical
Redundant Hip
Redundant Hip
Diagonal
Net Width
Deduct
in
U
Net Width
Deduct
in
U
Net Width
Deduct
in
U
Net
Width
Deduct
in
U
Net
Width
Deduct
in
U
Net
Width
Deduct
in
U
Net
Width
Deduct
in
U
T1 95.10-85.10 0.0000 0.75 (1) 0.0000
0.75
(1)
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75 (1)
0.0000
0.75 (1)
0.0000 0.75 (2) 0.0000
0.75
(2)
0.0000
0.75 (2)
0.0000
0.75 (2)
0.0000 0.75 (3) 0.0000
0.75
(3)
0.0000
0.75 (3)
0.0000
0.75 (3)
0.0000 0.75 (4) 0.0000
0.75
(4)
0.0000
0.75 (4)
0.0000
0.75 (4)
T2 85.10-75.10 0.0000 0.75 (1) 0.0000
0.75
(1)
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75 (1)
0.0000
0.75 (1)
0.0000 0.75 (2) 0.0000
0.75
(2)
0.0000
0.75 (2)
0.0000
0.75 (2)
0.0000 0.75 (3) 0.0000
0.75
(3)
0.0000
0.75 (3)
0.0000
0.75 (3)
0.0000 0.75 (4) 0.0000
0.75
(4)
0.0000
0.75 (4)
0.0000
0.75 (4)
T3 75.10-60.10 0.0000 0.75 (1) 0.0000
0.75
(1)
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75 (1)
0.0000
0.75 (1)
0.0000 0.75 (2) 0.0000
0.75
(2)
0.0000
0.75 (2)
0.0000
0.75 (2)
0.0000 0.75 (3) 0.0000
0.75
(3)
0.0000
0.75 (3)
0.0000
0.75 (3)
0.0000 0.75 (4) 0.0000
0.75
(4)
0.0000
0.75 (4)
0.0000
0.75 (4)
T4 60.10-55.10 0.0000 0.75 (1) 0.0000
0.75
(1)
0.0000
0.75
0.0000
0.75
0.0000
0.75
0.0000
0.75 (1)
0.0000
0.75 (1)
0.0000 0.75 (2) 0.0000
0.75
(2)
0.0000
0.75 (2)
0.0000
0.75 (2)
0.0000 0.75 (3) 0.0000
0.75
(3)
0.0000
0.75 (3)
0.0000
0.75 (3)
0.0000 0.75 (4) 0.0000
0.75
(4)
0.0000
0.75 (4)
0.0000
0.75 (4)
tnxTower
Job
14652291 Croton on Hudson
Page
6 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower Section Geometry (cont’d)
Tower
Elevation
ft
Leg
Connection
Type
Leg
Diagonal
Top Girt
Bottom Girt
Mid Girt
Long Horizontal Short Horizontal
Bolt Size
in
No.
Bolt Size
in
No.
Bolt Size
in
No.
Bolt Size
in
No.
Bolt Size
in
No.
Bolt Size
in
No.
Bolt Size
in
No.
T1 95.10-85.10
Flange
0.7500
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
T2 85.10-75.10
Flange
0.7500
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
T3 75.10-60.10
Flange
0.7500
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
T4 60.10-55.10
Flange
0.7500
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
0.6250
A325N
Guy Data
Guy
Elevation
ft
Guy
Grade
Guy
Size
Initial
Tension
lb
%
Guy
Modulus
ksi
Guy
Weight
plf
Lu
ft
Anchor
Radius
ft
Anchor
Azimuth
Adj.
°
Anchor
Elevation
ft
End
Fitting
Efficiency
%
90.1
EHS
A
B
C
7/16
7/16
7/16
2080.00
2080.00
2080.00
10%
10%
10%
0.399
0.399
0.399
41.64
41.49
41.85
20.58
20.75
21.50
57.0000
-9.0000
9.0000
53.50
53.50
53.50
100%
100%
100%
90.1
EHS
A
7/16
2080.00
10%
0.399
41.80
20.92
-57.0000
53.50
100%
Guy Data(cont’d)
Guy
Elevation
ft
Mount
Type
Torque-Arm
Spread
ft
Torque-Arm
Leg Angle
°
Torque-Arm
Style
Torque-Arm
Grade
Torque-Arm
Type
Torque-Arm Size
90.1
Corner
90.1
Corner
Guy Data (cont’d)
Guy
Elevation
ft
Diagonal
Grade
Diagonal
Type
Upper Diagonal
Size
Lower Diagonal
Size
Is
Strap.
Pull-Off
Grade
Pull-Off Type
Pull-Off Size
90.10
A572-50
(50 ksi)
Solid Round
No
A36
(36 ksi)
Solid Round
3/4
90.10
A572-50
(50 ksi)
Solid Round
No
A36
(36 ksi)
Solid Round
3/4
tnxTower
Job
14652291 Croton on Hudson
Page
7 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Guy Data (cont’d)
Guy
Elevation
ft
Cable
Weight
A
lb
Cable
Weight
B
lb
Cable
Weight
C
lb
Cable
Weight
D
lb
Tower
Intercept
A
ft
Tower
Intercept
B
ft
Tower
Intercept
C
ft
Tower
Intercept
D
ft
90.1
16.61
16.55
16.70
0.17
0.7 sec/pulse
0.16
0.7 sec/pulse
0.17
0.7 sec/pulse
90.1
16.68
0.00
0.00
0.17
0.7 sec/pulse
0.00
0.0 sec/pulse
0.00
0.0 sec/pulse
Guy Data (cont’d)
Torque Arm
Pull Off
Diagonal
Guy
Elevation
ft
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Kx
Ky
Kx
Ky
Kx
Ky
90.1
No
No
90.1
No
No
Guy Data (cont’d)
Torque-Arm
Pull Off
Diagonal
Guy
Elevation
ft
Bolt Size
in
Number Net Width
Deduct
in
U
Bolt Size
in
Number Net Width
Deduct
in
U
Bolt Size
in
Number Net Width
Deduct
in
U
90.1
0.0000
A325N
0.0000
0.6250
A325N
0.0000
0.6250
A325N
0.0000
0.75
90.1
0.0000
A325N
0.0000
0.6250
A325N
0.0000
0.6250
A325N
0.0000
0.75
Guy Pressures
Guy
Elevation
ft
Guy
Location
z
ft
qz
psf
qz
Ice
psf
Ice
Thickness
in
90.1
A
B
C
71.80
71.80
71.80
1.2430
1.2430
1.2430
90.1
A
71.80
1.2430
Guy-Mast Forces (Excluding Wind) - No Ice
tnxTower
Job
14652291 Croton on Hudson
Page
8 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Guy
Elevation
ft
Guy
Location
Chord
Angle
°
Guy Tension
Top
Bottom
lb
Fx
lb
Fy
lb
Fz
lb
Mx
lb-ft
My
lb-ft
Mz
lb-ft
90.1
A
61.4322
2094.59
2080.00
837.11
1841.48
-543.62
-2126.36
-966.61
0.00
B
61.8195
2094.59
2080.00
920.25
1848.15
353.25
1067.03
178.06
-1848.15
C
60.9150
2094.59
2080.00
-947.25
1832.43
363.62
1057.96
-183.28
1832.43
Sum:
810.11
5522.06
173.24
-1.37
-971.83
-15.72
90.1
A
61.0228
2094.59
2080.00
-848.07
1834.33
-550.74
-2118.10
979.27
0.00
Sum:
-848.07
1834.33
-550.74
-2118.10
979.27
0.00
Guy-Mast Forces (Excluding Wind) - Ice
Guy
Elevation
ft
Guy
Location
Chord
Angle
°
Guy Tension
Top
Bottom
lb
Fx
lb
Fy
lb
Fz
lb
Mx
lb-ft
My
lb-ft
Mz
lb-ft
90.1
A
61.4322
3047.54
2939.63
1200.39
2690.52
-779.54
-3106.74
-1386.10
0.00
B
61.8195
3046.27
2938.35
1319.06
2698.79
506.34
1558.15
255.22
-2698.79
C
60.9150
3049.29
2941.38
-1359.13
2679.32
521.72
1546.91
-262.97
2679.32
Sum:
1160.33
8068.63
248.51
-1.69
-1393.85
-19.47
90.1
A
61.0228
3048.92
2941.01
-1216.67
2681.67
-790.12
-3096.53
1404.89
0.00
Sum:
-1216.67
2681.67
-790.12
-3096.53
1404.89
0.00
Guy-Mast Forces (Excluding Wind) - Service
Guy
Elevation
ft
Guy
Location
Chord
Angle
°
Guy Tension
Top
Bottom
lb
Fx
lb
Fy
lb
Fz
lb
Mx
lb-ft
My
lb-ft
Mz
lb-ft
90.1
A
61.4322
2094.59
2080.00
837.11
1841.48
-543.62
-2126.36
-966.61
0.00
B
61.8195
2094.59
2080.00
920.25
1848.15
353.25
1067.03
178.06
-1848.15
C
60.9150
2094.59
2080.00
-947.25
1832.43
363.62
1057.96
-183.28
1832.43
Sum:
810.11
5522.06
173.24
-1.37
-971.83
-15.72
90.1
A
61.0228
2094.59
2080.00
-848.07
1834.33
-550.74
-2118.10
979.27
0.00
Sum:
-848.07
1834.33
-550.74
-2118.10
979.27
0.00
tnxTower
Job
14652291 Croton on Hudson
Page
9 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Guy-Tensioning Information
Temperature At Time Of Tensioning
0 F
20 F
40 F
60 F
80 F
100 F
120 F
Guy
Elevation
ft
H
ft
V
ft
Initial
Tension
lb
Intercept
ft
Initial
Tension
lb
Intercept
ft
Initial
Tension
lb
Intercept
ft
Initial
Tension
lb
Intercept
ft
Initial
Tension
lb
Intercept
ft
Initial
Tension
lb
Intercept
ft
Initial
Tension
lb
Intercept
ft
90.1
A
B
C
19.93
19.61
20.36
36.60
36.60
36.60
0.15
0.15
0.15
0.15
0.15
0.16
0.16
0.16
0.16
0.17
0.16
0.17
0.17
0.17
0.17
0.18
0.18
0.18
0.19
0.19
0.19
90.1
A
20.27
36.60
0.15
0.16
0.16
0.17
0.17
0.18
0.19
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description
Face
or
Leg
Allow
Shield
Exclude
From
Torque
Calculation
Component
Type
Placement
ft
Face
Offset
in
Lateral
Offset
(Frac FW)
#
#
Per
Row
Clear
Spacing
in
Width or
Diameter
in
Perimeter
in
Weight
plf
LDF4P-50A
(1/2 FOAM)
B
No
No
Ar (CaAa)
76.10 -
56.60
1.0000
2.0000
1.0000
0.6300
0.15
LDF4P-50A
(1/2 FOAM)
A
No
No
Ar (CaAa)
76.10 -
56.60
1.0000
2.0000
1.0000
0.6300
0.15
***
LDF4P-50A
(1/2 FOAM)
C
No
No
Ar (CaAa)
90.10 -
56.60
1.0000
0.5
0.5000
0.6300
0.15
Sabre Feedline
Ladder
A
No
No
Af (CaAa)
95.10 -
60.10
0.0000
1.4531
1.4531
0.82
Sabre Feedline
Ladder
B
No
No
Af (CaAa)
95.10 -
60.10
0.0000
1.4531
1.4531
0.82
Sabre Feedline
Ladder
C
No
No
Af (CaAa)
95.10 -
60.10
0.0000
1.4531
1.4531
0.82
Feed Line/Linear Appurtenances Section Areas
Tower
Section
Tower
Elevation
ft
Face
AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
lb
T1
95.10-85.10
A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
2.422
2.422
4.627
0.000
0.000
0.000
8.25
8.25
13.50
T2
85.10-75.10
A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
3.178
3.934
6.832
0.000
0.000
0.000
10.05
11.85
18.75
T3
75.10-60.10
A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
14.973
26.313
10.248
0.000
0.000
0.000
39.38
66.38
28.12
T4
60.10-55.10
A
B
C
0.000
0.000
0.000
0.000
0.000
0.000
2.646
5.292
1.544
0.000
0.000
0.000
6.30
12.60
3.67
Feed Line/Linear Appurtenances Section Areas - With Ice
tnxTower
Job
14652291 Croton on Hudson
Page
10 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower
Section
Tower
Elevation
ft
Face
or
Leg
Ice
Thickness
in
AR
ft2
AF
ft2
CAAA
In Face
ft2
CAAA
Out Face
ft2
Weight
lb
T1
95.10-85.10
A
B
C
1.272
0.000
0.000
0.000
0.000
0.000
0.000
4.965
4.965
9.767
0.000
0.000
0.000
51.21
51.21
99.42
T2
85.10-75.10
A
B
C
1.257
0.000
0.000
0.000
0.000
0.000
0.000
7.057
7.746
14.487
0.000
0.000
0.000
80.20
103.97
145.78
T3
75.10-60.10
A
B
C
1.235
0.000
0.000
0.000
0.000
0.000
0.000
39.075
49.399
21.555
0.000
0.000
0.000
515.64
870.51
214.78
T4
60.10-55.10
A
B
C
1.216
0.000
0.000
0.000
0.000
0.000
0.000
7.384
9.793
3.293
0.000
0.000
0.000
102.00
184.43
32.36
Feed Line Center of Pressure
Section
Elevation
ft
CPX
in
CPZ
in
CPX
Ice
in
CPZ
Ice
in
T1
95.10-85.10
-1.4655
0.7044
-0.7582
0.4708
T2
85.10-75.10
-2.2080
0.8725
-1.3264
0.6348
T3
75.10-60.10
-0.3565
-2.0662
-0.6036
-1.3721
T4
60.10-55.10
-0.1011
-1.4816
-0.1058
-0.3655
Shielding Factor Ka
Tower
Section
Feed Line
Record No.
Feed Line
Segment Elev.
Ka
No Ice
Ka
Ice
T1
LDF4P-50A (1/2 FOAM) 85.10 - 90.10
0.6000
0.4724
T1
Sabre Feedline Ladder 85.10 - 95.10
0.6000
0.4724
T1
Sabre Feedline Ladder 85.10 - 95.10
0.6000
0.4724
T1
Sabre Feedline Ladder 85.10 - 95.10
0.6000
0.4724
T2
LDF4P-50A (1/2 FOAM) 75.10 - 76.10
0.6000
0.4762
T2
LDF4P-50A (1/2 FOAM) 75.10 - 76.10
0.6000
0.4762
T2
LDF4P-50A (1/2 FOAM) 75.10 - 85.10
0.6000
0.4762
T2
Sabre Feedline Ladder 75.10 - 85.10
0.6000
0.4762
T2
Sabre Feedline Ladder 75.10 - 85.10
0.6000
0.4762
T2
Sabre Feedline Ladder 75.10 - 85.10
0.6000
0.4762
T3
LDF4P-50A (1/2 FOAM) 60.10 - 75.10
0.6000
0.4832
T3
LDF4P-50A (1/2 FOAM) 60.10 - 75.10
0.6000
0.4832
T3
LDF4P-50A (1/2 FOAM) 60.10 - 75.10
0.6000
0.4832
T3
Sabre Feedline Ladder 60.10 - 75.10
0.6000
0.4832
T3
Sabre Feedline Ladder 60.10 - 75.10
0.6000
0.4832
T3
Sabre Feedline Ladder 60.10 - 75.10
0.6000
0.4832
T4
LDF4P-50A (1/2 FOAM) 56.60 - 60.10
0.6000
0.1382
T4
LDF4P-50A (1/2 FOAM) 56.60 - 60.10
0.6000
0.1382
T4
LDF4P-50A (1/2 FOAM) 56.60 - 60.10
0.6000
0.1382
tnxTower
Job
14652291 Croton on Hudson
Page
11 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Discrete Tower Loads
Description
Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
ft
ft
ft
Azimuth
Adjustment
°
Placement
ft
CAAA
Front
ft2
CAAA
Side
ft2
Weight
lb
Stand Off (3)
C
None
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
8.45
10.98
13.52
8.45
10.98
13.52
750.00
975.00
1200.00
12' x 2-1/2'' Dipole (2
Element)
A
From Leg
1.68
0.97
6.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
3.15
4.35
5.55
3.15
4.35
5.55
54.00
78.00
102.00
12' x 2-1/2'' Dipole (2
Element)
A
From Leg
1.68
0.97
6.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
3.15
4.35
5.55
3.15
4.35
5.55
54.00
78.00
102.00
12' x 2-1/2'' Dipole (2
Element)
B
From Leg
1.68
0.97
6.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
3.15
4.35
5.55
3.15
4.35
5.55
54.00
78.00
102.00
12' x 2-1/2'' Dipole (2
Element)
C
From Leg
1.68
0.97
6.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
3.15
4.35
5.55
3.15
4.35
5.55
54.00
78.00
102.00
12' x 2-1/2'' Dipole (2
Element)
C
From Leg
1.68
0.97
6.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
3.15
4.35
5.55
3.15
4.35
5.55
54.00
78.00
102.00
4'6'' x 4'6'' Ground Plane
Antenna
B
Stand-Off
Right
3.00
0.00
1.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
1.20
1.70
2.20
1.20
1.70
2.20
20.00
35.00
50.00
Unistrut Arns
B
Stand-Off
Right
1.50
0.00
0.00
0.0000
93.85
No Ice
1/2'' Ice
1'' Ice
2.70
4.38
6.05
2.70
4.38
6.05
100.00
130.00
160.00
18'' x 1'' Yagi
A
From Leg
0.50
0.00
0.00
0.0000
92.60
No Ice
1/2'' Ice
1'' Ice
0.15
0.26
0.38
0.01
0.02
0.05
1.50
3.38
6.75
18'' x 1'' Yagi
B
From Leg
0.00
0.00
0.00
0.0000
87.10
No Ice
1/2'' Ice
1'' Ice
0.15
0.26
0.38
0.01
0.02
0.05
1.50
3.38
6.75
***
SF-HPM3-96 (3)
C
None
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
5.25
6.83
8.40
5.25
6.83
8.40
250.00
325.00
400.00
(2) NNH4-65B-R3-UPM-V2
A
From Leg
1.50
0.00
0.00
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
12.27
12.77
13.27
5.34
5.79
6.26
73.90
143.94
220.57
(2) NNH4-65B-R3-UPM-V2
B
From Leg
1.50
0.00
0.00
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
12.27
12.77
13.27
5.34
5.79
6.26
73.90
143.94
220.57
(2) NNH4-65B-R3-UPM-V2
C
From Leg
1.50
0.00
0.00
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
12.27
12.77
13.27
5.34
5.79
6.26
73.90
143.94
220.57
(2) 8'x2 1/2'' Pipe Mount
A
From Leg
1.50
0.00
0.00
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
2.30
3.13
3.62
2.30
3.13
3.62
40.50
57.38
79.58
(2) 8'x2 1/2'' Pipe Mount
B
From Leg
1.50
0.00
0.00
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
2.30
3.13
3.62
2.30
3.13
3.62
40.50
57.38
79.58
(2) 8'x2 1/2'' Pipe Mount
C
From Leg
1.50
0.00
0.00
0.0000
76.10
No Ice
1/2'' Ice
1'' Ice
2.30
3.13
3.62
2.30
3.13
3.62
40.50
57.38
79.58
tnxTower
Job
14652291 Croton on Hudson
Page
12 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Tower Pressures - No Ice
GH = 0.850
Section
Elevation
ft
z
ft
KZ
qz
psf
AG
ft2
F
a
c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg
%
CAAA
In
Face
ft2
CAAA
Out
Face
ft2
T1 95.10-85.10
90.10
1.238
21.042
A
B
C
0.000
0.000
0.000
3.427
3.427
3.664
2.083
60.80
60.80
56.86
2.422
2.422
4.627
0.000
0.000
0.000
T2 85.10-75.10
80.10
1.208
21.042
A
B
C
0.000
0.000
0.000
3.427
3.427
3.664
2.083
60.80
60.80
56.86
3.178
3.934
6.832
0.000
0.000
0.000
T3 75.10-60.10
67.60
1.165
31.562
A
B
C
0.000
0.000
0.000
5.273
5.273
5.629
3.125
59.26
59.26
55.52
14.973
26.313
10.248
0.000
0.000
0.000
T4 60.10-55.10
57.60
1.127
5.531
A
B
C
0.096
0.096
0.096
1.673
1.673
1.673
1.069
60.44
60.44
60.44
2.646
5.292
1.544
0.000
0.000
0.000
Tower Pressure - With Ice
GH = 0.850
Section
Elevation
ft
z
ft
KZ
qz
psf
tZ
in
AG
ft2
F
a
c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg
%
CAAA
In
Face
ft2
CAAA
Out
Face
ft2
T1 95.10-85.10
90.10
1.238
1.2715
23.161 A
B
C
0.000
0.000
0.000
12.220
12.220
13.261
6.322
51.73
51.73
47.67
4.965
4.965
9.767
0.000
0.000
0.000
T2 85.10-75.10
80.10
1.208
1.2566
23.136 A
B
C
0.000
0.000
0.000
12.118
12.118
13.149
6.272
51.76
51.76
47.70
7.057
7.746
14.487
0.000
0.000
0.000
T3 75.10-60.10
67.60
1.165
1.2355
34.651 A
B
C
0.000
0.000
0.000
17.907
17.907
19.435
9.302
51.95
51.95
47.87
39.075
49.399
21.555
0.000
0.000
0.000
T4 60.10-55.10
57.60
1.127
1.2159
6.564 A
B
C
0.096
0.096
0.096
5.561
5.561
5.561
3.149
55.66
55.66
55.66
7.384
9.793
3.293
0.000
0.000
0.000
Tower Pressure - Service
GH = 0.850
tnxTower
Job
14652291 Croton on Hudson
Page
13 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Section
Elevation
ft
z
ft
KZ
qz
psf
AG
ft2
F
a
c
e
AF
ft2
AR
ft2
Aleg
ft2
Leg
%
CAAA
In
Face
ft2
CAAA
Out
Face
ft2
T1 95.10-85.10
90.10
1.238
21.042
A
B
C
0.000
0.000
0.000
3.427
3.427
3.664
2.083
60.80
60.80
56.86
2.422
2.422
4.627
0.000
0.000
0.000
T2 85.10-75.10
80.10
1.208
21.042
A
B
C
0.000
0.000
0.000
3.427
3.427
3.664
2.083
60.80
60.80
56.86
3.178
3.934
6.832
0.000
0.000
0.000
T3 75.10-60.10
67.60
1.165
31.562
A
B
C
0.000
0.000
0.000
5.273
5.273
5.629
3.125
59.26
59.26
55.52
14.973
26.313
10.248
0.000
0.000
0.000
T4 60.10-55.10
57.60
1.127
5.531
A
B
C
0.096
0.096
0.096
1.673
1.673
1.673
1.069
60.44
60.44
60.44
2.646
5.292
1.544
0.000
0.000
0.000
Tower Forces - No Ice - Wind Normal To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
30.00
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
1.950
1.950
2.090
306.16
30.62
C
T2
85.10-75.10
40.65
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
1.950
1.950
2.090
368.60
36.86
B
T3
75.10-60.10
133.88
377.19
A
B
C
0.167
0.167
0.178
2.71
2.71
2.67
3.003
3.003
3.214
1105.69
73.71
B
T4
60.10-55.10
22.57
126.69
A
B
C
0.32
0.32
0.32
2.245
2.245
2.245
1.109
1.109
1.109
244.01
48.80
B
Sum Weight:
227.10
971.00
2024.46
Tower Forces - No Ice - Wind 60 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
30.00
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.8
0.8
0.8
1.950
1.950
2.090
306.16
30.62
C
T2
85.10-75.10
40.65
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.8
0.8
0.8
1.950
1.950
2.090
378.65
37.86
C
T3
75.10-60.10
133.88
377.19
A
B
C
0.167
0.167
0.178
2.71
2.71
2.67
0.8
0.8
0.8
3.003
3.003
3.214
1120.12
74.67
C
T4
60.10-55.10
22.57
126.69
A
B
C
0.32
0.32
0.32
2.245
2.245
2.245
0.8
0.8
0.8
1.089
1.089
1.089
242.66
48.53
C
tnxTower
Job
14652291 Croton on Hudson
Page
14 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
Sum Weight:
227.10
971.00
2047.58
Tower Forces - No Ice - Wind 90 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
30.00
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.85
0.85
0.85
1.950
1.950
2.090
306.16
30.62
C
T2
85.10-75.10
40.65
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.85
0.85
0.85
1.950
1.950
2.090
380.94
38.09
C
T3
75.10-60.10
133.88
377.19
A
B
C
0.167
0.167
0.178
2.71
2.71
2.67
0.85
0.85
0.85
3.003
3.003
3.214
1153.29
76.89
C
T4
60.10-55.10
22.57
126.69
A
B
C
0.32
0.32
0.32
2.245
2.245
2.245
0.85
0.85
0.85
1.094
1.094
1.094
250.48
50.10
C
Sum Weight:
227.10
971.00
2090.87
Tower Forces - With Ice - Wind Normal To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
201.84
577.27
A
B
C
0.528
0.528
0.573
1.867
1.867
1.824
8.558
8.558
9.637
92.62
9.26
C
T2
85.10-75.10
329.95
570.92
A
B
C
0.524
0.524
0.568
1.871
1.871
1.827
8.459
8.459
9.522
99.24
9.92
C
T3
75.10-60.10
1600.93
872.23
A
B
C
0.517
0.517
0.561
1.879
1.879
1.833
12.432
12.432
13.986
219.60
14.64
B
T4
60.10-55.10
318.80
283.56
A
B
C
0.862
0.862
0.862
1.875
1.875
1.875
5.293
5.293
5.293
39.85
7.97
B
Sum Weight:
2451.52
2303.97
451.31
Tower Forces - With Ice - Wind 60 To Face
tnxTower
Job
14652291 Croton on Hudson
Page
15 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
201.84
577.27
A
B
C
0.528
0.528
0.573
1.867
1.867
1.824
0.8
0.8
0.8
8.558
8.558
9.637
92.62
9.26
C
T2
85.10-75.10
329.95
570.92
A
B
C
0.524
0.524
0.568
1.871
1.871
1.827
0.8
0.8
0.8
8.459
8.459
9.522
101.65
10.17
C
T3
75.10-60.10
1600.93
872.23
A
B
C
0.517
0.517
0.561
1.879
1.879
1.833
0.8
0.8
0.8
12.432
12.432
13.986
227.44
15.16
C
T4
60.10-55.10
318.80
283.56
A
B
C
0.862
0.862
0.862
1.875
1.875
1.875
0.8
0.8
0.8
5.274
5.274
5.274
39.73
7.95
C
Sum Weight:
2451.52
2303.97
461.44
Tower Forces - With Ice - Wind 90 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
201.84
577.27
A
B
C
0.528
0.528
0.573
1.867
1.867
1.824
0.85
0.85
0.85
8.558
8.558
9.637
92.67
9.27
C
T2
85.10-75.10
329.95
570.92
A
B
C
0.524
0.524
0.568
1.871
1.871
1.827
0.85
0.85
0.85
8.459
8.459
9.522
102.11
10.21
C
T3
75.10-60.10
1600.93
872.23
A
B
C
0.517
0.517
0.561
1.879
1.879
1.833
0.85
0.85
0.85
12.432
12.432
13.986
233.61
15.57
C
T4
60.10-55.10
318.80
283.56
A
B
C
0.862
0.862
0.862
1.875
1.875
1.875
0.85
0.85
0.85
5.278
5.278
5.278
40.15
8.03
C
Sum Weight:
2451.52
2303.97
468.54
Tower Forces - Service - Wind Normal To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
30.00
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
1.950
1.950
2.090
72.85
7.29
C
T2
85.10-75.10
40.65
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
1.950
1.950
2.090
87.71
8.77
B
T3
75.10-60.10
133.88
377.19
A
B
C
0.167
0.167
0.178
2.71
2.71
2.67
3.003
3.003
3.214
263.10
17.54
B
tnxTower
Job
14652291 Croton on Hudson
Page
16 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T4
60.10-55.10
22.57
126.69
A
B
C
0.32
0.32
0.32
2.245
2.245
2.245
1.109
1.109
1.109
58.06
11.61
B
Sum Weight:
227.10
971.00
481.73
Tower Forces - Service - Wind 60 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
30.00
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.8
0.8
0.8
1.950
1.950
2.090
72.85
7.29
C
T2
85.10-75.10
40.65
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.8
0.8
0.8
1.950
1.950
2.090
90.10
9.01
C
T3
75.10-60.10
133.88
377.19
A
B
C
0.167
0.167
0.178
2.71
2.71
2.67
0.8
0.8
0.8
3.003
3.003
3.214
266.54
17.77
C
T4
60.10-55.10
22.57
126.69
A
B
C
0.32
0.32
0.32
2.245
2.245
2.245
0.8
0.8
0.8
1.089
1.089
1.089
57.74
11.55
C
Sum Weight:
227.10
971.00
487.23
Tower Forces - Service - Wind 90 To Face
Section
Elevation
ft
Add
Weight
lb
Self
Weight
lb
F
a
c
e
e
CF
qz
psf
DF
DR
AE
ft2
F
lb
w
plf
Ctrl.
Face
T1
95.10-85.10
30.00
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.85
0.85
0.85
1.950
1.950
2.090
72.85
7.29
C
T2
85.10-75.10
40.65
233.56
A
B
C
0.163
0.163
0.174
2.725
2.725
2.685
0.85
0.85
0.85
1.950
1.950
2.090
90.65
9.06
C
T3
75.10-60.10
133.88
377.19
A
B
C
0.167
0.167
0.178
2.71
2.71
2.67
0.85
0.85
0.85
3.003
3.003
3.214
274.43
18.30
C
T4
60.10-55.10
22.57
126.69
A
B
C
0.32
0.32
0.32
2.245
2.245
2.245
0.85
0.85
0.85
1.094
1.094
1.094
59.60
11.92
C
Sum Weight:
227.10
971.00
497.53
tnxTower
Job
14652291 Croton on Hudson
Page
17 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Discrete Appurtenance Pressures - No Ice GH = 0.850
Description
Aiming
Azimuth
°
Weight
lb
Offsetx
ft
Offsetz
ft
z
ft
Kz
qz
psf
CAAC
Front
ft2
CAAC
Side
ft2
Stand Off (3)
0.0000
750.00
0.00
0.00
93.85
1.249
8.45
8.45
12' x 2-1/2'' Dipole (2
Element)
0.0000
54.00
0.97
-2.83
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
0.0000
54.00
0.97
-2.83
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
120.0000
54.00
1.97
2.26
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
240.0000
54.00
-2.94
0.58
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
240.0000
54.00
-2.94
0.58
99.85
1.265
3.15
3.15
4'6'' x 4'6'' Ground Plane
Antenna
150.0000
20.00
2.50
3.18
94.85
1.252
1.20
1.20
Unistrut Arns
150.0000
100.00
1.75
1.88
93.85
1.249
2.70
2.70
18'' x 1'' Yagi
0.0000
1.50
0.00
-1.65
92.60
1.245
0.15
0.01
18'' x 1'' Yagi
120.0000
1.50
1.00
0.58
87.10
1.229
0.15
0.01
SF-HPM3-96 (3)
0.0000
250.00
0.00
0.00
76.10
1.195
5.25
5.25
NNH4-65B-R3-UPM-V2
0.0000
147.80
0.00
-2.65
76.10
1.195
24.54
10.68
NNH4-65B-R3-UPM-V2
120.0000
147.80
2.30
1.33
76.10
1.195
24.54
10.68
NNH4-65B-R3-UPM-V2
240.0000
147.80
-2.30
1.33
76.10
1.195
24.54
10.68
8'x2 1/2'' Pipe Mount
0.0000
81.00
0.00
-2.65
76.10
1.195
4.60
4.60
8'x2 1/2'' Pipe Mount
120.0000
81.00
2.30
1.33
76.10
1.195
4.60
4.60
8'x2 1/2'' Pipe Mount
240.0000
81.00
-2.30
1.33
76.10
1.195
4.60
4.60
Sum
Weight:
2079.40
Discrete Appurtenance Pressures - With Ice GH = 0.850
Description
Aiming
Azimuth
°
Weight
lb
Offsetx
ft
Offsetz
ft
z
ft
Kz
qz
psf
CAAC
Front
ft2
CAAC
Side
ft2
tz
in
Stand Off (3)
0.0000
1324.52
0.00
0.00
93.85
1.249
14.92
14.92
1.2767
12' x 2-1/2'' Dipole (2
Element)
0.0000
115.66
0.97
-2.83
99.85
1.265
6.23
6.23
1.2846
12' x 2-1/2'' Dipole (2
Element)
0.0000
115.66
0.97
-2.83
99.85
1.265
6.23
6.23
1.2846
12' x 2-1/2'' Dipole (2
Element)
120.0000
115.66
1.97
2.26
99.85
1.265
6.23
6.23
1.2846
12' x 2-1/2'' Dipole (2
Element)
240.0000
115.66
-2.94
0.58
99.85
1.265
6.23
6.23
1.2846
12' x 2-1/2'' Dipole (2
Element)
240.0000
115.66
-2.94
0.58
99.85
1.265
6.23
6.23
1.2846
4'6'' x 4'6'' Ground Plane
Antenna
150.0000
58.34
2.50
3.18
94.85
1.252
2.48
2.48
1.2781
Unistrut Arns
150.0000
176.60
1.75
1.88
93.85
1.249
6.98
6.98
1.2767
18'' x 1'' Yagi
0.0000
10.05
0.00
-1.65
92.60
1.245
0.45
0.06
1.2750
18'' x 1'' Yagi
120.0000
9.95
1.00
0.58
87.10
1.229
0.44
0.06
1.2672
SF-HPM3-96 (3)
0.0000
437.53
0.00
0.00
76.10
1.195
9.19
9.19
1.2502
NNH4-65B-R3-UPM-V2
0.0000
528.13
0.00
-2.65
76.10
1.195
27.05
12.98
1.2502
NNH4-65B-R3-UPM-V2
120.0000
528.13
2.30
1.33
76.10
1.195
27.05
12.98
1.2502
NNH4-65B-R3-UPM-V2
240.0000
528.13
-2.30
1.33
76.10
1.195
27.05
12.98
1.2502
8'x2 1/2'' Pipe Mount
0.0000
189.71
0.00
-2.65
76.10
1.195
7.74
7.74
1.2502
8'x2 1/2'' Pipe Mount
120.0000
189.71
2.30
1.33
76.10
1.195
7.74
7.74
1.2502
8'x2 1/2'' Pipe Mount
240.0000
189.71
-2.30
1.33
76.10
1.195
7.74
7.74
1.2502
Sum
4748.81
tnxTower
Job
14652291 Croton on Hudson
Page
18 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Description
Aiming
Azimuth
°
Weight
lb
Offsetx
ft
Offsetz
ft
z
ft
Kz
qz
psf
CAAC
Front
ft2
CAAC
Side
ft2
tz
in
Weight:
Discrete Appurtenance Pressures - Service GH = 0.850
Description
Aiming
Azimuth
°
Weight
lb
Offsetx
ft
Offsetz
ft
z
ft
Kz
qz
psf
CAAC
Front
ft2
CAAC
Side
ft2
Stand Off (3)
0.0000
750.00
0.00
0.00
93.85
1.249
8.45
8.45
12' x 2-1/2'' Dipole (2
Element)
0.0000
54.00
0.97
-2.83
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
0.0000
54.00
0.97
-2.83
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
120.0000
54.00
1.97
2.26
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
240.0000
54.00
-2.94
0.58
99.85
1.265
3.15
3.15
12' x 2-1/2'' Dipole (2
Element)
240.0000
54.00
-2.94
0.58
99.85
1.265
3.15
3.15
4'6'' x 4'6'' Ground Plane
Antenna
150.0000
20.00
2.50
3.18
94.85
1.252
1.20
1.20
Unistrut Arns
150.0000
100.00
1.75
1.88
93.85
1.249
2.70
2.70
18'' x 1'' Yagi
0.0000
1.50
0.00
-1.65
92.60
1.245
0.15
0.01
18'' x 1'' Yagi
120.0000
1.50
1.00
0.58
87.10
1.229
0.15
0.01
SF-HPM3-96 (3)
0.0000
250.00
0.00
0.00
76.10
1.195
5.25
5.25
NNH4-65B-R3-UPM-V2
0.0000
147.80
0.00
-2.65
76.10
1.195
24.54
10.68
NNH4-65B-R3-UPM-V2
120.0000
147.80
2.30
1.33
76.10
1.195
24.54
10.68
NNH4-65B-R3-UPM-V2
240.0000
147.80
-2.30
1.33
76.10
1.195
24.54
10.68
8'x2 1/2'' Pipe Mount
0.0000
81.00
0.00
-2.65
76.10
1.195
4.60
4.60
8'x2 1/2'' Pipe Mount
120.0000
81.00
2.30
1.33
76.10
1.195
4.60
4.60
8'x2 1/2'' Pipe Mount
240.0000
81.00
-2.30
1.33
76.10
1.195
4.60
4.60
Sum
Weight:
2079.40
Force Totals (Does not include forces on guys)
Load
Case
Vertical
Forces
lb
Sum of
Forces
X
lb
Sum of
Forces
Z
lb
Sum of Torques
lb-ft
Leg Weight
502.75
Bracing Weight
468.25
Total Member Self-Weight
971.00
Guy Weight
66.55
Total Weight
3344.05
Wind 0 deg - No Ice
0.00
-4933.51
-88.66
Wind 30 deg - No Ice
2501.53
-4332.78
-686.73
Wind 60 deg - No Ice
4449.49
-2568.92
-41.58
Wind 90 deg - No Ice
5182.19
0.00
697.29
Wind 120 deg - No Ice
4279.59
2470.82
47.08
Wind 150 deg - No Ice
2381.31
4124.54
-556.95
Wind 180 deg - No Ice
0.00
4897.39
88.66
Wind 210 deg - No Ice
-2484.15
4302.68
686.73
Wind 240 deg - No Ice
-4420.56
2552.21
41.58
Wind 270 deg - No Ice
-5147.43
0.00
-697.29
Wind 300 deg - No Ice
-4278.42
-2470.15
-47.08
tnxTower
Job
14652291 Croton on Hudson
Page
19 of 19
Albul Engineering, LLC
3840 E. Robinson Road
Project
35661.GTW.RTP.G418900.0
Date
21:31:58 04/01/25
Amherst, NY 14228
Phone: (716) 800-1364
FAX:
Client
GT Wireless
Designed by
dalbul
Load
Case
Vertical
Forces
lb
Sum of
Forces
X
lb
Sum of
Forces
Z
lb
Sum of Torques
lb-ft
Wind 330 deg - No Ice
-2381.31
-4124.54
556.95
Member Ice
1332.97
Guy Ice
425.61
Total Weight Ice
9996.46
Wind 0 deg - Ice
0.00
-910.56
-6.50
Wind 30 deg - Ice
463.26
-802.38
-61.49
Wind 60 deg - Ice
822.32
-474.77
17.87
Wind 90 deg - Ice
956.94
0.00
92.43
Wind 120 deg - Ice
798.24
460.86
24.37
Wind 150 deg - Ice
449.29
778.20
-50.22
Wind 180 deg - Ice
0.00
891.18
6.50
Wind 210 deg - Ice
-453.62
785.70
61.49
Wind 240 deg - Ice
-805.74
465.20
-17.87
Wind 270 deg - Ice
-937.68
0.00
-92.43
Wind 300 deg - Ice
-798.14
-460.81
-24.37
Wind 330 deg - Ice
-449.29
-778.20
50.22
Total Weight
3344.05
Wind 0 deg - Service
0.00
-1173.95
-21.10
Wind 30 deg - Service
595.25
-1031.00
-163.41
Wind 60 deg - Service
1058.77
-611.28
-9.89
Wind 90 deg - Service
1233.12
0.00
165.92
Wind 120 deg - Service
1018.34
587.94
11.20
Wind 150 deg - Service
566.64
981.45
-132.53
Wind 180 deg - Service
0.00
1165.35
21.10
Wind 210 deg - Service
-591.11
1023.84
163.41
Wind 240 deg - Service
-1051.89
607.31
9.89
Wind 270 deg - Service
-1224.85
0.00
-165.92
Wind 300 deg - Service
-1018.07
-587.78
-11.20
Wind 330 deg - Service
-566.64
-981.45
132.53
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Partial Roof Structure Model
SK-1
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Node Labels
SK-2
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Member Labels
SK-3
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Member Shapes
SK-4
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Dead Load
SK-5
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Roof Wind Load WL+X
SK-6
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Roof Wind Load WL+Z
SK-7
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Roof Wind Load WL-X
SK-8
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Roof Wind Load WL-Z
SK-9
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Roof Live Load
SK-10
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Roof Snow Load
SK-11
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Member Bending Check
SK-12
14652291 Croton on Hudson.rt3
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Member Shear Check
SK-13
14652291 Croton on Hudson.rt3
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Model Settings
Number of Reported Sections
Number of Internal Sections
Member Area Load Mesh Size (in
2)
Consider Shear Deformation
Yes
Consider Torsional Warping
Yes
Approximate Mesh Size (in)
Transfer Forces Between Intersecting Wood Walls
Yes
Increase Wood Wall Nailing Capacity for Wind Loads
Yes
Include P-Delta for Walls
Yes
Optimize Masonry and Wood Walls
No
Maximum Number of Iterations
Single
No
Multiple (Optimum)
Yes
Maximum
No
Global Axis corresponding to vertical direction
Y
Convert Existing Data
Yes
Default Global Plane for z-axis
XZ
Plate Local Axis Orientation
Nodal
Hot Rolled Steel
AISC 15th (360-16): LRFD
Stiffness Adjustment
Yes (Iterative)
Notional Annex
None
Connections
AISC 15th (360-16): LRFD
Cold Formed Steel
AISI S100-20: LRFD
Stiffness Adjustment
Yes (Iterative)
Wood
AWC NDS-18 / SDPWS-21 LRFD
Temperature
< 100F
Concrete
ACI 318-19
Masonry
TMS 402-16: Strength
Aluminum
AA ADM1-20: LRFD
Structure Type
Building
Stiffness Adjustment
Yes (Iterative)
Stainless
AISC 14th (360-10): LRFD
Stiffness Adjustment
Yes (Iterative)
Compression Stress Block
Rectangular Stress Block
Analyze using Cracked Sections
Yes
Leave room for horizontal rebar splices (2*d bar spacing)
Yes
List forces which were ignored for design in the Detail Report
Yes
Column Min Steel
Column Max Steel
Rebar Material Spec
ASTM A615
Warn if beam-column framing arrangement is not understood
No
Number of Shear Regions
Region 2 & 3 Spacing Increase Increment (in)
Code
ASCE 7-16
Risk Category
I or II
Drift Cat
Other
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Model Settings (Continued)
Base Elevation (ft)
531.99
Include the weight of the structure in base shear calcs
No
S1 (g)
0.048
SD1 (g)
0.077
SDS (g)
0.173
TL (sec)
T Z (sec)
T X (sec)
CtZ
0.02
CtX
0.02
CtExp. Z
0.75
CtExp. X
0.75
R Z
R X
Ω0Z
Ω0X
CdZ
CdX
ρ Z
ρ X
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M1
N9
N8
Ridge
Beam
Rectangular
DF
Typical
M2
N14
N5
Roof sheathing
Beam
Rectangular Double
DF
Typical
M3
N5
N15
Roof sheathing
Beam
Rectangular Double
DF
Typical
M4
N15
N3
Roof sheathing
Beam
Rectangular Double
DF
Typical
M5
N3
N17
Roof sheathing
Beam
Rectangular Double
DF
Typical
M6
N13
N5
RIGID
None
None
RIGID
Typical
M7
N16
N11
RIGID
None
None
RIGID
Typical
M8
N12
N3
RIGID
None
None
RIGID
Typical
M9
N19
N18
RIGID
None
None
RIGID
Typical
M10
N22
N23
Ridge
Beam
Rectangular
DF
Typical
M11
N24
N21
RIGID
None
None
RIGID
Typical
M12
N25
N24
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M13
N27
N29
Beams
Beam
Rectangular Double
DF
Typical
M14
N28
N24
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M15
N26
N24
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M16
N30
N20
Vert Post
Column
Rectangular
DF
Typical
M17
N32
N7
Ridge
Beam
Rectangular
DF
Typical
M18
N34
N35
Ridge
Beam
Rectangular
DF
Typical
M19
N42
N45
RIGID
None
None
RIGID
Typical
M20
N41
N44
RIGID
None
None
RIGID
Typical
M21
N40
N43
RIGID
None
None
RIGID
Typical
M22
N46
N47
RIGID
None
None
RIGID
Typical
M23
N45
N47
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M24
N47
N44
Plates
Beam
RECT
A992
Typical
M25
N47
N43
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M26
N42
N46
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M27
N46
N41
Plates
Beam
RECT
A992
Typical
M28
N46
N40
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M29
N29
N33
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M30
N58
N57
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M31
N60
N61
RIGID
None
None
RIGID
Typical
M32
N50
N58
RIGID
None
None
RIGID
Typical
M33
N51
N33
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M34
N50
N54
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M35
N54
N57
RIGID
None
None
RIGID
Typical
M36
N55
N52
RIGID
None
None
RIGID
Typical
M37
N54
N55
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M38
N57
N52
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M39
N54
N60
Plates
Beam
RECT
A992
Typical
M40
N57
N61
Plates
Beam
RECT
A992
Typical
M41
N47
N57
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M42
N46
N54
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M43
N64
N6
Ridge
Beam
Rectangular
DF
Typical
M44
N66
N67
Vert Post
Column
Rectangular
DF
Typical
M45
N31
N65
Central Beams
Beam
Rectangular
DF
Typical
M46
N68
N65
Central Beams
Beam
Rectangular
DF
Typical
M47
N70
N69
Central Beams
Beam
Rectangular
DF
Typical
M48
N113
N110
Central Beams
Beam
Rectangular
DF
Typical
M49
N90
N88
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M50
N82
N71
Vert Post
Column
Rectangular
DF
Typical
M51
N88
N98
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M52
N77
N84
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M53
N98
N102
Plates
Beam
RECT
A992
Typical
M54
N80
N74
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M55
N86
N96
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M56
N92
N93
RIGID
None
None
RIGID
Typical
M57
N74
N79
RIGID
None
None
RIGID
Typical
M58
N78
N90
RIGID
None
None
RIGID
Typical
M59
N98
N104
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M60
N72
N74
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M61
N81
N84
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M62
N76
N81
Beams
Beam
Rectangular Double
DF
Typical
M63
N73
N74
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M64
N78
N86
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M65
N86
N88
RIGID
None
None
RIGID
Typical
M66
N107
N106
RIGID
None
None
RIGID
Typical
M67
N99
N98
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M68
N86
N92
Plates
Beam
RECT
A992
Typical
M69
N88
N93
Plates
Beam
RECT
A992
Typical
M70
N101
N102
RIGID
None
None
RIGID
Typical
M71
N94
N99
RIGID
None
None
RIGID
Typical
M72
N96
N98
RIGID
None
None
RIGID
Typical
M73
N96
N101
Plates
Beam
RECT
A992
Typical
M74
N94
N96
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M75
N89
N104
RIGID
None
None
RIGID
Typical
M76
N96
N89
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M77
N88
N106
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M78
N86
N107
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M79
N115
N114
Central Beams
Beam
Rectangular
DF
Typical
M80
N112
N111
Vert Post
Column
Rectangular
DF
Typical
M81
N83
N110
Central Beams
Beam
Rectangular
DF
Typical
M82
N159
N156
Central Beams
Beam
Rectangular
DF
Typical
M83
N136
N134
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M84
N128
N116
Vert Post
Column
Rectangular
DF
Typical
M85
N134
N144
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M86
N123
N130
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M87
N144
N148
Plates
Beam
RECT
A992
Typical
M88
N126
N120
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M89
N132
N142
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M90
N138
N139
RIGID
None
None
RIGID
Typical
M91
N120
N125
RIGID
None
None
RIGID
Typical
M92
N124
N136
RIGID
None
None
RIGID
Typical
M93
N144
N150
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M94
N118
N120
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M95
N127
N130
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M96
N122
N127
Beams
Beam
Rectangular Double
DF
Typical
M97
N119
N120
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M98
N124
N132
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M99
N132
N134
RIGID
None
None
RIGID
Typical
M100
N153
N152
RIGID
None
None
RIGID
Typical
M101
N145
N144
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M102
N132
N138
Plates
Beam
RECT
A992
Typical
M103
N134
N139
Plates
Beam
RECT
A992
Typical
M104
N147
N148
RIGID
None
None
RIGID
Typical
M105
N140
N145
RIGID
None
None
RIGID
Typical
M106
N142
N144
RIGID
None
None
RIGID
Typical
M107
N142
N147
Plates
Beam
RECT
A992
Typical
M108
N140
N142
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M109
N135
N150
RIGID
None
None
RIGID
Typical
M110
N142
N135
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M111
N134
N152
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M112
N132
N153
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M113
N161
N160
Central Beams
Beam
Rectangular
DF
Typical
M114
N158
N157
Vert Post
Column
Rectangular
DF
Typical
M115
N129
N156
Central Beams
Beam
Rectangular
DF
Typical
M116
N203
N200
Central Beams
Beam
Rectangular
DF
Typical
M117
N180
N178
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M118
N172
N117
Vert Post
Column
Rectangular
DF
Typical
M119
N178
N188
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M120
N167
N174
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M121
N188
N192
Plates
Beam
RECT
A992
Typical
M122
N170
N164
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M123
N176
N186
Threaded Rods (1")
Beam
BAR
A36 Gr.36
Typical
M124
N182
N183
RIGID
None
None
RIGID
Typical
M125
N164
N169
RIGID
None
None
RIGID
Typical
M126
N168
N180
RIGID
None
None
RIGID
Typical
M127
N188
N194
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M128
N162
N164
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M129
N171
N174
Diagonal Beams (B)
Beam
Rectangular
DF
Typical
M130
N166
N171
Beams
Beam
Rectangular Double
DF
Typical
M131
N163
N164
Diagonal Beams (A)
Beam
Rectangular Double
DF
Typical
M132
N168
N176
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M133
N176
N178
RIGID
None
None
RIGID
Typical
M134
N197
N196
RIGID
None
None
RIGID
Typical
M135
N189
N188
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M136
N176
N182
Plates
Beam
RECT
A992
Typical
M137
N178
N183
Plates
Beam
RECT
A992
Typical
M138
N191
N192
RIGID
None
None
RIGID
Typical
M139
N184
N189
RIGID
None
None
RIGID
Typical
M140
N186
N188
RIGID
None
None
RIGID
Typical
M141
N186
N191
Plates
Beam
RECT
A992
Typical
M142
N184
N186
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M143
N179
N194
RIGID
None
None
RIGID
Typical
M144
N186
N179
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M145
N178
N196
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M146
N176
N197
Threaded Rods (0.875")
Beam
BAR
A36 Gr.36
Typical
M147
N205
N204
Central Beams
Beam
Rectangular
DF
Typical
M148
N202
N201
Vert Post
Column
Rectangular
DF
Typical
M149
N173
N200
Central Beams
Beam
Rectangular
DF
Typical
M150
N65
N160
Central Beams
Beam
Rectangular
DF
Typical
M151
N156
N69
Central Beams
Beam
Rectangular
DF
Typical
M152
N129
N68
Central Beams
Beam
Rectangular
DF
Typical
M153
N31
N159
Central Beams
Beam
Rectangular
DF
Typical
M154
N200
N160
Central Beams
Beam
Rectangular
DF
Typical
M155
N156
N204
Central Beams
Beam
Rectangular
DF
Typical
M156
N129
N203
Central Beams
Beam
Rectangular
DF
Typical
M157
N110
N204
Central Beams
Beam
Rectangular
DF
Typical
M158
N200
N114
Central Beams
Beam
Rectangular
DF
Typical
M159
N173
N113
Central Beams
Beam
Rectangular
DF
Typical
M160
N173
N159
Central Beams
Beam
Rectangular
DF
Typical
M161
N10
N15
RIGID
None
None
RIGID
Typical
M162
N224
N216
Roof sheathing
Beam
Rectangular Double
DF
Typical
M163
N216
N223
Roof sheathing
Beam
Rectangular Double
DF
Typical
M164
N221
N216
RIGID
None
None
RIGID
Typical
M165
N223
N220
Roof sheathing
Beam
Rectangular Double
DF
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M166
N220
N217
Roof sheathing
Beam
Rectangular Double
DF
Typical
M167
N222
N215
RIGID
None
None
RIGID
Typical
M168
N219
N220
RIGID
None
None
RIGID
Typical
M169
N218
N223
RIGID
None
None
RIGID
Typical
M170
N234
N226
Roof sheathing
Beam
Rectangular Double
DF
Typical
M171
N226
N233
Roof sheathing
Beam
Rectangular Double
DF
Typical
M172
N231
N226
RIGID
None
None
RIGID
Typical
M173
N233
N230
Roof sheathing
Beam
Rectangular Double
DF
Typical
M174
N230
N227
Roof sheathing
Beam
Rectangular Double
DF
Typical
M175
N232
N225
RIGID
None
None
RIGID
Typical
M176
N229
N230
RIGID
None
None
RIGID
Typical
M177
N228
N233
RIGID
None
None
RIGID
Typical
M178
N248
N236
Roof sheathing
Beam
Rectangular Double
DF
Typical
M179
N236
N244
Roof sheathing
Beam
Rectangular Double
DF
Typical
M180
N242
N236
RIGID
None
None
RIGID
Typical
M181
N244
N241
Roof sheathing
Beam
Rectangular Double
DF
Typical
M182
N241
N237
Roof sheathing
Beam
Rectangular Double
DF
Typical
M183
N243
N235
RIGID
None
None
RIGID
Typical
M184
N240
N241
RIGID
None
None
RIGID
Typical
M185
N249
N238
Roof sheathing
Beam
Rectangular Double
DF
Typical
M186
N250
N245
RIGID
None
None
RIGID
Typical
M187
N239
N244
RIGID
None
None
RIGID
Typical
M188
N238
N247
Roof sheathing
Beam
Rectangular Double
DF
Typical
M189
N251
N238
RIGID
None
None
RIGID
Typical
M190
N247
N246
Roof sheathing
Beam
Rectangular Double
DF
Typical
M191
N246
N252
Roof sheathing
Beam
Rectangular Double
DF
Typical
M192
N253
N246
RIGID
None
None
RIGID
Typical
M193
N254
N247
RIGID
None
None
RIGID
Typical
M194
N279
N256
Roof sheathing
Beam
Rectangular Double
DF
Typical
M195
N256
N266
Roof sheathing
Beam
Rectangular Double
DF
Typical
M196
N263
N256
RIGID
None
None
RIGID
Typical
M197
N266
N262
Roof sheathing
Beam
Rectangular Double
DF
Typical
M198
N262
N257
Roof sheathing
Beam
Rectangular Double
DF
Typical
M199
N280
N272
RIGID
None
None
RIGID
Typical
M200
N265
N255
RIGID
None
None
RIGID
Typical
M201
N281
N278
RIGID
None
None
RIGID
Typical
M202
N260
N262
RIGID
None
None
RIGID
Typical
M203
N282
N258
Roof sheathing
Beam
Rectangular Double
DF
Typical
M204
N283
N268
RIGID
None
None
RIGID
Typical
M205
N284
N274
RIGID
None
None
RIGID
Typical
M206
N285
N286
Roof sheathing
Beam
Rectangular Double
DF
Typical
M207
N287
N276
RIGID
None
None
RIGID
Typical
M208
N288
N277
RIGID
None
None
RIGID
Typical
M209
N289
N269
RIGID
None
None
RIGID
Typical
M210
N277
N276
Roof sheathing
Beam
Rectangular Double
DF
Typical
M211
N275
N268
Roof sheathing
Beam
Rectangular Double
DF
Typical
M212
N259
N266
RIGID
None
None
RIGID
Typical
M213
N258
N271
Roof sheathing
Beam
Rectangular Double
DF
Typical
M214
N290
N258
RIGID
None
None
RIGID
Typical
M215
N271
N270
Roof sheathing
Beam
Rectangular Double
DF
Typical
M216
N270
N291
Roof sheathing
Beam
Rectangular Double
DF
Typical
M217
N292
N270
RIGID
None
None
RIGID
Typical
M218
N293
N271
RIGID
None
None
RIGID
Typical
M219
N294
N272
Roof sheathing
Beam
Rectangular Double
DF
Typical
M220
N272
N267
Roof sheathing
Beam
Rectangular Double
DF
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M221
N295
N264
RIGID
None
None
RIGID
Typical
M222
N267
N264
Roof sheathing
Beam
Rectangular Double
DF
Typical
M223
N264
N296
Roof sheathing
Beam
Rectangular Double
DF
Typical
M224
N297
N261
RIGID
None
None
RIGID
Typical
M225
N298
N267
RIGID
None
None
RIGID
Typical
M226
N299
N274
Roof sheathing
Beam
Rectangular Double
DF
Typical
M227
N274
N277
Roof sheathing
Beam
Rectangular Double
DF
Typical
M228
N276
N300
Roof sheathing
Beam
Rectangular Double
DF
Typical
M229
N301
N273
RIGID
None
None
RIGID
Typical
M230
N302
N275
Roof sheathing
Beam
Rectangular Double
DF
Typical
M231
N303
N275
RIGID
None
None
RIGID
Typical
M232
N268
N285
Roof sheathing
Beam
Rectangular Double
DF
Typical
M233
N304
N285
RIGID
None
None
RIGID
Typical
M234
N329
N306
Roof sheathing
Beam
Rectangular Double
DF
Typical
M235
N306
N316
Roof sheathing
Beam
Rectangular Double
DF
Typical
M236
N313
N306
RIGID
None
None
RIGID
Typical
M237
N316
N312
Roof sheathing
Beam
Rectangular Double
DF
Typical
M238
N312
N307
Roof sheathing
Beam
Rectangular Double
DF
Typical
M239
N330
N322
RIGID
None
None
RIGID
Typical
M240
N315
N305
RIGID
None
None
RIGID
Typical
M241
N331
N328
RIGID
None
None
RIGID
Typical
M242
N310
N312
RIGID
None
None
RIGID
Typical
M243
N332
N308
Roof sheathing
Beam
Rectangular Double
DF
Typical
M244
N333
N318
RIGID
None
None
RIGID
Typical
M245
N334
N324
RIGID
None
None
RIGID
Typical
M246
N335
N336
Roof sheathing
Beam
Rectangular Double
DF
Typical
M247
N337
N326
RIGID
None
None
RIGID
Typical
M248
N338
N327
RIGID
None
None
RIGID
Typical
M249
N339
N319
RIGID
None
None
RIGID
Typical
M250
N327
N326
Roof sheathing
Beam
Rectangular Double
DF
Typical
M251
N325
N318
Roof sheathing
Beam
Rectangular Double
DF
Typical
M252
N309
N316
RIGID
None
None
RIGID
Typical
M253
N308
N321
Roof sheathing
Beam
Rectangular Double
DF
Typical
M254
N340
N308
RIGID
None
None
RIGID
Typical
M255
N321
N320
Roof sheathing
Beam
Rectangular Double
DF
Typical
M256
N320
N341
Roof sheathing
Beam
Rectangular Double
DF
Typical
M257
N342
N320
RIGID
None
None
RIGID
Typical
M258
N343
N321
RIGID
None
None
RIGID
Typical
M259
N344
N322
Roof sheathing
Beam
Rectangular Double
DF
Typical
M260
N322
N317
Roof sheathing
Beam
Rectangular Double
DF
Typical
M261
N345
N314
RIGID
None
None
RIGID
Typical
M262
N317
N314
Roof sheathing
Beam
Rectangular Double
DF
Typical
M263
N314
N346
Roof sheathing
Beam
Rectangular Double
DF
Typical
M264
N347
N311
RIGID
None
None
RIGID
Typical
M265
N348
N317
RIGID
None
None
RIGID
Typical
M266
N349
N324
Roof sheathing
Beam
Rectangular Double
DF
Typical
M267
N324
N327
Roof sheathing
Beam
Rectangular Double
DF
Typical
M268
N326
N350
Roof sheathing
Beam
Rectangular Double
DF
Typical
M269
N351
N323
RIGID
None
None
RIGID
Typical
M270
N352
N325
Roof sheathing
Beam
Rectangular Double
DF
Typical
M271
N353
N325
RIGID
None
None
RIGID
Typical
M272
N318
N335
Roof sheathing
Beam
Rectangular Double
DF
Typical
M273
N354
N335
RIGID
None
None
RIGID
Typical
M274
N379
N356
Roof sheathing
Beam
Rectangular Double
DF
Typical
M275
N356
N366
Roof sheathing
Beam
Rectangular Double
DF
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M276
N363
N356
RIGID
None
None
RIGID
Typical
M277
N366
N362
Roof sheathing
Beam
Rectangular Double
DF
Typical
M278
N362
N357
Roof sheathing
Beam
Rectangular Double
DF
Typical
M279
N380
N372
RIGID
None
None
RIGID
Typical
M280
N365
N355
RIGID
None
None
RIGID
Typical
M281
N381
N378
RIGID
None
None
RIGID
Typical
M282
N360
N362
RIGID
None
None
RIGID
Typical
M283
N382
N358
Roof sheathing
Beam
Rectangular Double
DF
Typical
M284
N383
N368
RIGID
None
None
RIGID
Typical
M285
N384
N374
RIGID
None
None
RIGID
Typical
M286
N385
N386
Roof sheathing
Beam
Rectangular Double
DF
Typical
M287
N387
N376
RIGID
None
None
RIGID
Typical
M288
N388
N377
RIGID
None
None
RIGID
Typical
M289
N389
N369
RIGID
None
None
RIGID
Typical
M290
N377
N376
Roof sheathing
Beam
Rectangular Double
DF
Typical
M291
N375
N368
Roof sheathing
Beam
Rectangular Double
DF
Typical
M292
N359
N366
RIGID
None
None
RIGID
Typical
M293
N358
N371
Roof sheathing
Beam
Rectangular Double
DF
Typical
M294
N390
N358
RIGID
None
None
RIGID
Typical
M295
N371
N370
Roof sheathing
Beam
Rectangular Double
DF
Typical
M296
N370
N391
Roof sheathing
Beam
Rectangular Double
DF
Typical
M297
N392
N370
RIGID
None
None
RIGID
Typical
M298
N393
N371
RIGID
None
None
RIGID
Typical
M299
N394
N372
Roof sheathing
Beam
Rectangular Double
DF
Typical
M300
N372
N367
Roof sheathing
Beam
Rectangular Double
DF
Typical
M301
N395
N364
RIGID
None
None
RIGID
Typical
M302
N367
N364
Roof sheathing
Beam
Rectangular Double
DF
Typical
M303
N364
N396
Roof sheathing
Beam
Rectangular Double
DF
Typical
M304
N397
N361
RIGID
None
None
RIGID
Typical
M305
N398
N367
RIGID
None
None
RIGID
Typical
M306
N399
N374
Roof sheathing
Beam
Rectangular Double
DF
Typical
M307
N374
N377
Roof sheathing
Beam
Rectangular Double
DF
Typical
M308
N376
N400
Roof sheathing
Beam
Rectangular Double
DF
Typical
M309
N401
N373
RIGID
None
None
RIGID
Typical
M310
N402
N375
Roof sheathing
Beam
Rectangular Double
DF
Typical
M311
N403
N375
RIGID
None
None
RIGID
Typical
M312
N368
N385
Roof sheathing
Beam
Rectangular Double
DF
Typical
M313
N404
N385
RIGID
None
None
RIGID
Typical
M314
N429
N406
Roof sheathing
Beam
Rectangular Double
DF
Typical
M315
N406
N416
Roof sheathing
Beam
Rectangular Double
DF
Typical
M316
N413
N406
RIGID
None
None
RIGID
Typical
M317
N416
N412
Roof sheathing
Beam
Rectangular Double
DF
Typical
M318
N412
N407
Roof sheathing
Beam
Rectangular Double
DF
Typical
M319
N430
N422
RIGID
None
None
RIGID
Typical
M320
N415
N405
RIGID
None
None
RIGID
Typical
M321
N431
N428
RIGID
None
None
RIGID
Typical
M322
N410
N412
RIGID
None
None
RIGID
Typical
M323
N432
N408
Roof sheathing
Beam
Rectangular Double
DF
Typical
M324
N433
N418
RIGID
None
None
RIGID
Typical
M325
N434
N424
RIGID
None
None
RIGID
Typical
M326
N435
N436
Roof sheathing
Beam
Rectangular Double
DF
Typical
M327
N437
N426
RIGID
None
None
RIGID
Typical
M328
N438
N427
RIGID
None
None
RIGID
Typical
M329
N439
N419
RIGID
None
None
RIGID
Typical
M330
N427
N426
Roof sheathing
Beam
Rectangular Double
DF
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M331
N425
N418
Roof sheathing
Beam
Rectangular Double
DF
Typical
M332
N409
N416
RIGID
None
None
RIGID
Typical
M333
N408
N421
Roof sheathing
Beam
Rectangular Double
DF
Typical
M334
N440
N408
RIGID
None
None
RIGID
Typical
M335
N421
N420
Roof sheathing
Beam
Rectangular Double
DF
Typical
M336
N420
N441
Roof sheathing
Beam
Rectangular Double
DF
Typical
M337
N442
N420
RIGID
None
None
RIGID
Typical
M338
N443
N421
RIGID
None
None
RIGID
Typical
M339
N444
N422
Roof sheathing
Beam
Rectangular Double
DF
Typical
M340
N422
N417
Roof sheathing
Beam
Rectangular Double
DF
Typical
M341
N445
N414
RIGID
None
None
RIGID
Typical
M342
N417
N414
Roof sheathing
Beam
Rectangular Double
DF
Typical
M343
N414
N446
Roof sheathing
Beam
Rectangular Double
DF
Typical
M344
N447
N411
RIGID
None
None
RIGID
Typical
M345
N448
N417
RIGID
None
None
RIGID
Typical
M346
N449
N424
Roof sheathing
Beam
Rectangular Double
DF
Typical
M347
N424
N427
Roof sheathing
Beam
Rectangular Double
DF
Typical
M348
N426
N450
Roof sheathing
Beam
Rectangular Double
DF
Typical
M349
N451
N423
RIGID
None
None
RIGID
Typical
M350
N452
N425
Roof sheathing
Beam
Rectangular Double
DF
Typical
M351
N453
N425
RIGID
None
None
RIGID
Typical
M352
N418
N435
Roof sheathing
Beam
Rectangular Double
DF
Typical
M353
N454
N435
RIGID
None
None
RIGID
Typical
M354
N470
N456
Roof sheathing
Beam
Rectangular Double
DF
Typical
M355
N456
N465
Roof sheathing
Beam
Rectangular Double
DF
Typical
M356
N463
N456
RIGID
None
None
RIGID
Typical
M357
N465
N462
Roof sheathing
Beam
Rectangular Double
DF
Typical
M358
N462
N457
Roof sheathing
Beam
Rectangular Double
DF
Typical
M359
N471
N2
RIGID
None
None
RIGID
Typical
M360
N464
N455
RIGID
None
None
RIGID
Typical
M361
N460
N462
RIGID
None
None
RIGID
Typical
M362
N472
N458
Roof sheathing
Beam
Rectangular Double
DF
Typical
M363
N473
N467
RIGID
None
None
RIGID
Typical
M364
N459
N465
RIGID
None
None
RIGID
Typical
M365
N458
N469
Roof sheathing
Beam
Rectangular Double
DF
Typical
M366
N474
N458
RIGID
None
None
RIGID
Typical
M367
N469
N468
Roof sheathing
Beam
Rectangular Double
DF
Typical
M368
N468
N475
Roof sheathing
Beam
Rectangular Double
DF
Typical
M369
N476
N468
RIGID
None
None
RIGID
Typical
M370
N477
N469
RIGID
None
None
RIGID
Typical
M371
N478
N2
Roof sheathing
Beam
Rectangular Double
DF
Typical
M372
N2
N466
Roof sheathing
Beam
Rectangular Double
DF
Typical
M373
N479
N4
RIGID
None
None
RIGID
Typical
M374
N466
N4
Roof sheathing
Beam
Rectangular Double
DF
Typical
M375
N4
N480
Roof sheathing
Beam
Rectangular Double
DF
Typical
M376
N481
N461
RIGID
None
None
RIGID
Typical
M377
N482
N466
RIGID
None
None
RIGID
Typical
M378
N483
N484
RIGID
None
None
RIGID
Typical
M379
N127
N485
RIGID
None
None
RIGID
Typical
M380
N486
N487
RIGID
None
None
RIGID
Typical
M381
N488
N493
RIGID
None
None
RIGID
Typical
M382
N491
N490
RIGID
None
None
RIGID
Typical
M383
N497
N500
RIGID
None
None
RIGID
Typical
M384
N495
N496
RIGID
None
None
RIGID
Typical
M385
N502
N501
RIGID
None
None
RIGID
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M386
N507
N513
RIGID
None
None
RIGID
Typical
M387
N505
N506
RIGID
None
None
RIGID
Typical
M388
N508
N518
RIGID
None
None
RIGID
Typical
M389
N515
N514
RIGID
None
None
RIGID
Typical
M390
N516
N509
RIGID
None
None
RIGID
Typical
M391
N510
N503
RIGID
None
None
RIGID
Typical
M392
N544
N551
RIGID
None
None
RIGID
Typical
M393
N543
N519
RIGID
None
None
RIGID
Typical
M394
N525
N535
RIGID
None
None
RIGID
Typical
M395
N521
N552
RIGID
None
None
RIGID
Typical
M396
N523
N524
RIGID
None
None
RIGID
Typical
M397
N526
N541
RIGID
None
None
RIGID
Typical
M398
N537
N536
RIGID
None
None
RIGID
Typical
M399
N538
N539
RIGID
None
None
RIGID
Typical
M400
N531
N530
RIGID
None
None
RIGID
Typical
M401
N545
N529
RIGID
None
None
RIGID
Typical
M402
N532
N553
RIGID
None
None
RIGID
Typical
M403
N548
N547
RIGID
None
None
RIGID
Typical
M404
N557
N562
RIGID
None
None
RIGID
Typical
M405
N559
N555
RIGID
None
None
RIGID
Typical
M406
N556
N561
RIGID
None
None
RIGID
Typical
M407
N566
N571
RIGID
None
None
RIGID
Typical
M408
N568
N564
RIGID
None
None
RIGID
Typical
M409
N565
N570
RIGID
None
None
RIGID
Typical
M410
N574
N575
RIGID
None
None
RIGID
Typical
M411
N576
N577
RIGID
None
None
RIGID
Typical
M412
N491
N576
Reinforcing Channel
Beam
Channel
A36 Gr.36
Typical
M413
N623
N629
RIGID
None
None
RIGID
Typical
M414
N635
N655
RIGID
None
None
RIGID
Typical
M415
N642
N641
RIGID
None
None
RIGID
Typical
M416
N622
N578
RIGID
None
None
RIGID
Typical
M417
N666
N614
RIGID
None
None
RIGID
Typical
M418
N667
N668
RIGID
None
None
RIGID
Typical
M419
N584
N595
RIGID
None
None
RIGID
Typical
M420
N634
N579
RIGID
None
None
RIGID
Typical
M421
N647
N646
RIGID
None
None
RIGID
Typical
M422
N643
N656
RIGID
None
None
RIGID
Typical
M423
N585
N630
RIGID
None
None
RIGID
Typical
M424
N588
N669
Reinforcing Channel
Beam
Channel
A36 Gr.36
Typical
M425
N588
N593
RIGID
None
None
RIGID
Typical
M426
N597
N620
RIGID
None
None
RIGID
Typical
M427
N669
N591
RIGID
None
None
RIGID
Typical
M428
N658
N664
RIGID
None
None
RIGID
Typical
M429
N582
N632
RIGID
None
None
RIGID
Typical
M430
N670
N612
RIGID
None
None
RIGID
Typical
M431
N616
N615
RIGID
None
None
RIGID
Typical
M432
N617
N618
RIGID
None
None
RIGID
Typical
M433
N608
N606
RIGID
None
None
RIGID
Typical
M434
N624
N604
RIGID
None
None
RIGID
Typical
M435
N609
N625
RIGID
None
None
RIGID
Typical
M436
N626
N621
RIGID
None
None
RIGID
Typical
M437
N589
N586
RIGID
None
None
RIGID
Typical
M438
N600
N605
RIGID
None
None
RIGID
Typical
M439
N637
N638
RIGID
None
None
RIGID
Typical
M440
N639
N583
RIGID
None
None
RIGID
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M441
N650
N580
RIGID
None
None
RIGID
Typical
M442
N596
N652
RIGID
None
None
RIGID
Typical
M443
N603
N594
RIGID
None
None
RIGID
Typical
M444
N659
N592
RIGID
None
None
RIGID
Typical
M445
N607
N610
RIGID
None
None
RIGID
Typical
M446
N599
N663
RIGID
None
None
RIGID
Typical
M447
N171
N613
RIGID
None
None
RIGID
Typical
M448
N692
N694
Frame Beams
Beam
Tube
A500 Gr.B RECT
Typical
M449
N691
N695
Bottom Plates
Beam
RECT
A36 Gr.36
Typical
M450
N693
N696
Bottom Plates
Beam
RECT
A36 Gr.36
Typical
M451
N701
N702
Bottom Plates
Beam
RECT
A36 Gr.36
Typical
M452
N698
N699
Bottom Plates
Beam
RECT
A36 Gr.36
Typical
M453
N703
N700
Frame Beams
Beam
Tube
A500 Gr.B RECT
Typical
M454
N485
N518
Reinforcing Channel
Beam
Channel
A36 Gr.36
Typical
M455
N535
N577
Reinforcing Channel
Beam
Channel
A36 Gr.36
Typical
M456
N605
N591
Reinforcing Channel
Beam
Channel
A36 Gr.36
Typical
M457
N613
N604
Reinforcing Channel
Beam
Channel
A36 Gr.36
Typical
M458
N706
N707
RIGID
None
None
RIGID
Typical
M459
N709
N710
RIGID
None
None
RIGID
Typical
M460
N710
N711
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M461
N707
N708
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M462
N713
N714
RIGID
None
None
RIGID
Typical
M463
N715
N716
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M464
N726
N720
RIGID
None
None
RIGID
Typical
M465
N719
N725
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M466
N723
N724
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M467
N718
N719
RIGID
None
None
RIGID
Typical
M468
N721
N723
RIGID
None
None
RIGID
Typical
M469
N722
N727
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M470
N742
N736
RIGID
None
None
RIGID
Typical
M471
N734
N741
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M472
N739
N740
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M473
N731
N735
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M474
N729
N749
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M475
N733
N734
RIGID
None
None
RIGID
Typical
M476
N737
N739
RIGID
None
None
RIGID
Typical
M477
N728
N746
RIGID
None
None
RIGID
Typical
M478
N738
N743
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M479
N748
N745
RIGID
None
None
RIGID
Typical
M480
N746
N747
Leg Plates
Beam
RECT
A36 Gr.36
Typical
M481
N744
N731
RIGID
None
None
RIGID
Typical
M482
N714
N712
RIGID
None
None
RIGID
Typical
M483
N736
N732
RIGID
None
None
RIGID
Typical
M484
N745
N730
RIGID
None
None
RIGID
Typical
M485
N720
N717
RIGID
None
None
RIGID
Typical
M486
N716
N750
Legs
Beam
Tube
A500 Gr.B RECT
Typical
M487
N727
N751
Legs
Beam
Tube
A500 Gr.B RECT
Typical
M488
N743
N752
Legs
Beam
Tube
A500 Gr.B RECT
Typical
M489
N749
N753
Legs
Beam
Tube
A500 Gr.B RECT
Typical
M490
N754
N755
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M491
N755
N757
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M492
N757
N756
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M493
N756
N754
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M494
N758
N759
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M495
N760
N761
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M496
N759
N754
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M497
N755
N758
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M498
N761
N758
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M499
N759
N760
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M500
N763
N764
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M501
N764
N765
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M502
N765
N762
Horizontal Angles
Beam
Single Angle
A36 Gr.36
Typical
M503
N767
N756
Diagonal Angles
HBrace
Single Angle
A36 Gr.36
Typical
M504
N767
N754
Diagonal Angles
HBrace
Single Angle
A36 Gr.36
Typical
M505
N766
N755
Diagonal Angles
HBrace
Single Angle
A36 Gr.36
Typical
M506
N766
N757
Diagonal Angles
HBrace
Single Angle
A36 Gr.36
Typical
M507
N768
N771
Diagonal Angles
HBrace
Single Angle
A36 Gr.36
Typical
M508
N769
N770
Diagonal Angles
HBrace
Single Angle
A36 Gr.36
Typical
M509
N751
N753
Platform Beams
Beam
Wide Flange
A992
Typical
M510
N753
N752
Platform Beams
Beam
Wide Flange
A992
Typical
M511
N751
N750
Platform Beams
Beam
Wide Flange
A992
Typical
M512
N750
N752
Platform Beams
Beam
Wide Flange
A992
Typical
M513
N772
N773
Platform Beams
Beam
Wide Flange
A992
Typical
M514
N774
N775
Platform Beams
Beam
Wide Flange
A992
Typical
M515
N776
N777
Platform Beams
Beam
Wide Flange
A992
Typical
M516
N778
N779
Platform Beams
Beam
Wide Flange
A992
Typical
M517
N776
N779
RIGID
None
None
RIGID
Typical
M518
N777
N778
RIGID
None
None
RIGID
Typical
M519
N784
N783
RIGID
None
None
RIGID
Typical
M520
N786
N785
RIGID
None
None
RIGID
Typical
M521
N787
N788
RIGID
None
None
RIGID
Typical
M522
N789
N790
RIGID
None
None
RIGID
Typical
M523
N793
N794
RIGID
None
None
RIGID
Typical
M524
N791
N792
RIGID
None
None
RIGID
Typical
M525
N804
N797
RIGID
None
None
RIGID
Typical
M526
N796
N798
RIGID
None
None
RIGID
Typical
M527
N805
N806
RIGID
None
None
RIGID
Typical
M528
N801
N802
RIGID
None
None
RIGID
Typical
M529
N799
N800
RIGID
None
None
RIGID
Typical
M530
N803
N795
RIGID
None
None
RIGID
Typical
M531
N826
N812
RIGID
None
None
RIGID
Typical
M532
N822
N810
RIGID
None
None
RIGID
Typical
M533
N809
N811
RIGID
None
None
RIGID
Typical
M534
N829
N830
RIGID
None
None
RIGID
Typical
M535
N819
N820
RIGID
None
None
RIGID
Typical
M536
N817
N825
RIGID
None
None
RIGID
Typical
M537
N813
N818
RIGID
None
None
RIGID
Typical
M538
N821
N808
RIGID
None
None
RIGID
Typical
M539
N815
N807
RIGID
None
None
RIGID
Typical
M540
N823
N814
RIGID
None
None
RIGID
Typical
M541
N827
N828
RIGID
None
None
RIGID
Typical
M542
N816
N824
RIGID
None
None
RIGID
Typical
M543
N834
N832
RIGID
None
None
RIGID
Typical
M544
N831
N833
RIGID
None
None
RIGID
Typical
M545
N836
N835
RIGID
None
None
RIGID
Typical
M546
N782
N1
RIGID
None
None
RIGID
Typical
M547
N83
N203
Central Beams
Beam
Rectangular
DF
Typical
M548
N842
N841
TWR_LEG_T1
Column
None
A572-50
Typical
M549
N844
N843
TWR_LEG_T1
Column
None
A572-50
Typical
M550
N846
N845
TWR_LEG_T1
Column
None
A572-50
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M551
N847
N848
TWR_TOP_GIRT_T1
Beam
None
A36
Typical
M552
N848
N849
TWR_TOP_GIRT_T1
Beam
None
A36
Typical
M553
N849
N847
TWR_TOP_GIRT_T1
Beam
None
A36
Typical
M554
N850
N851
TWR_BOT_GIRT_T1
Beam
None
A36
Typical
M555
N851
N852
TWR_BOT_GIRT_T1
Beam
None
A36
Typical
M556
N852
N850
TWR_BOT_GIRT_T1
Beam
None
A36
Typical
M557
N850
N853
TWR_DIAG_T1
Column
None
A36
Typical
M558
N851
N854
TWR_DIAG_T1
Column
None
A36
Typical
M559
N852
N855
TWR_DIAG_T1
Column
None
A36
Typical
M560
N856
N857
TWR_STEP_T1
Beam
None
A36
Typical
M561
N855
N853
TWR_HORZ_T1
Beam
None
A36
Typical
M562
N853
N854
TWR_HORZ_T1
Beam
None
A36
Typical
M563
N854
N855
TWR_HORZ_T1
Beam
None
A36
Typical
M564
N853
N858
TWR_DIAG_T1
Column
None
A36
Typical
M565
N854
N859
TWR_DIAG_T1
Column
None
A36
Typical
M566
N855
N860
TWR_DIAG_T1
Column
None
A36
Typical
M567
N861
N862
TWR_STEP_T1
Beam
None
A36
Typical
M568
N858
N859
TWR_PULLOFFTOP_T1_1
Beam
None
A36
Typical
M569
N859
N860
TWR_PULLOFFTOP_T1_1
Beam
None
A36
Typical
M570
N860
N858
TWR_PULLOFFTOP_T1_1
Beam
None
A36
Typical
M571
N858
N863
TWR_DIAG_T1
Column
None
A36
Typical
M572
N859
N864
TWR_DIAG_T1
Column
None
A36
Typical
M573
N860
N865
TWR_DIAG_T1
Column
None
A36
Typical
M574
N866
N867
TWR_STEP_T1
Beam
None
A36
Typical
M575
N865
N863
TWR_HORZ_T1
Beam
None
A36
Typical
M576
N863
N864
TWR_HORZ_T1
Beam
None
A36
Typical
M577
N864
N865
TWR_HORZ_T1
Beam
None
A36
Typical
M578
N863
N847
TWR_DIAG_T1
Column
None
A36
Typical
M579
N864
N848
TWR_DIAG_T1
Column
None
A36
Typical
M580
N865
N849
TWR_DIAG_T1
Column
None
A36
Typical
M581
N868
N869
TWR_STEP_T1
Beam
None
A36
Typical
M582
N870
N842
TWR_LEG_T2
Column
None
A572-50
Typical
M583
N871
N844
TWR_LEG_T2
Column
None
A572-50
Typical
M584
N872
N846
TWR_LEG_T2
Column
None
A572-50
Typical
M585
N873
N874
TWR_TOP_GIRT_T2
Beam
None
A36
Typical
M586
N874
N875
TWR_TOP_GIRT_T2
Beam
None
A36
Typical
M587
N875
N873
TWR_TOP_GIRT_T2
Beam
None
A36
Typical
M588
N876
N877
TWR_BOT_GIRT_T2
Beam
None
A36
Typical
M589
N877
N878
TWR_BOT_GIRT_T2
Beam
None
A36
Typical
M590
N878
N876
TWR_BOT_GIRT_T2
Beam
None
A36
Typical
M591
N876
N879
TWR_DIAG_T2_1
Column
None
A36
Typical
M592
N877
N880
TWR_DIAG_T2_1
Column
None
A36
Typical
M593
N878
N881
TWR_DIAG_T2_1
Column
None
A36
Typical
M594
N882
N883
TWR_STEP_T2
Beam
None
A36
Typical
M595
N881
N879
TWR_HORZ_T2
Beam
None
A36
Typical
M596
N879
N880
TWR_HORZ_T2
Beam
None
A36
Typical
M597
N880
N881
TWR_HORZ_T2
Beam
None
A36
Typical
M598
N879
N884
TWR_DIAG_T2_1
Column
None
A36
Typical
M599
N880
N885
TWR_DIAG_T2_1
Column
None
A36
Typical
M600
N881
N886
TWR_DIAG_T2_1
Column
None
A36
Typical
M601
N887
N888
TWR_STEP_T2
Beam
None
A36
Typical
M602
N884
N885
TWR_HORZ_T2
Beam
None
A36
Typical
M603
N885
N886
TWR_HORZ_T2
Beam
None
A36
Typical
M604
N886
N884
TWR_HORZ_T2
Beam
None
A36
Typical
M605
N884
N889
TWR_DIAG_T2_1
Column
None
A36
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M606
N885
N890
TWR_DIAG_T2_1
Column
None
A36
Typical
M607
N886
N891
TWR_DIAG_T2_1
Column
None
A36
Typical
M608
N892
N893
TWR_STEP_T2
Beam
None
A36
Typical
M609
N891
N889
TWR_HORZ_T2
Beam
None
A36
Typical
M610
N889
N890
TWR_HORZ_T2
Beam
None
A36
Typical
M611
N890
N891
TWR_HORZ_T2
Beam
None
A36
Typical
M612
N889
N873
TWR_DIAG_T2_1
Column
None
A36
Typical
M613
N890
N874
TWR_DIAG_T2_1
Column
None
A36
Typical
M614
N891
N875
TWR_DIAG_T2_1
Column
None
A36
Typical
M615
N894
N895
TWR_STEP_T2
Beam
None
A36
Typical
M616
N896
N870
TWR_LEG_T3
Column
None
A572-50
Typical
M617
N897
N871
TWR_LEG_T3
Column
None
A572-50
Typical
M618
N898
N872
TWR_LEG_T3
Column
None
A572-50
Typical
M619
N899
N900
TWR_TOP_GIRT_T3
Beam
None
A36
Typical
M620
N900
N901
TWR_TOP_GIRT_T3
Beam
None
A36
Typical
M621
N901
N899
TWR_TOP_GIRT_T3
Beam
None
A36
Typical
M622
N902
N903
TWR_BOT_GIRT_T3
Beam
None
A36
Typical
M623
N903
N904
TWR_BOT_GIRT_T3
Beam
None
A36
Typical
M624
N904
N902
TWR_BOT_GIRT_T3
Beam
None
A36
Typical
M625
N902
N905
TWR_DIAG_T3
Column
None
A36
Typical
M626
N903
N906
TWR_DIAG_T3
Column
None
A36
Typical
M627
N904
N907
TWR_DIAG_T3
Column
None
A36
Typical
M628
N908
N909
TWR_STEP_T3
Beam
None
A36
Typical
M629
N907
N905
TWR_HORZ_T3
Beam
None
A36
Typical
M630
N905
N906
TWR_HORZ_T3
Beam
None
A36
Typical
M631
N906
N907
TWR_HORZ_T3
Beam
None
A36
Typical
M632
N905
N910
TWR_DIAG_T3
Column
None
A36
Typical
M633
N906
N911
TWR_DIAG_T3
Column
None
A36
Typical
M634
N907
N912
TWR_DIAG_T3
Column
None
A36
Typical
M635
N913
N914
TWR_STEP_T3
Beam
None
A36
Typical
M636
N910
N911
TWR_HORZ_T3
Beam
None
A36
Typical
M637
N911
N912
TWR_HORZ_T3
Beam
None
A36
Typical
M638
N912
N910
TWR_HORZ_T3
Beam
None
A36
Typical
M639
N910
N915
TWR_DIAG_T3
Column
None
A36
Typical
M640
N911
N916
TWR_DIAG_T3
Column
None
A36
Typical
M641
N912
N917
TWR_DIAG_T3
Column
None
A36
Typical
M642
N918
N919
TWR_STEP_T3
Beam
None
A36
Typical
M643
N917
N915
TWR_HORZ_T3
Beam
None
A36
Typical
M644
N915
N916
TWR_HORZ_T3
Beam
None
A36
Typical
M645
N916
N917
TWR_HORZ_T3
Beam
None
A36
Typical
M646
N915
N920
TWR_DIAG_T3
Column
None
A36
Typical
M647
N916
N921
TWR_DIAG_T3
Column
None
A36
Typical
M648
N917
N922
TWR_DIAG_T3
Column
None
A36
Typical
M649
N923
N924
TWR_STEP_T3
Beam
None
A36
Typical
M650
N920
N921
TWR_HORZ_T3
Beam
None
A36
Typical
M651
N921
N922
TWR_HORZ_T3
Beam
None
A36
Typical
M652
N922
N920
TWR_HORZ_T3
Beam
None
A36
Typical
M653
N920
N925
TWR_DIAG_T3
Column
None
A36
Typical
M654
N921
N926
TWR_DIAG_T3
Column
None
A36
Typical
M655
N922
N927
TWR_DIAG_T3
Column
None
A36
Typical
M656
N928
N929
TWR_STEP_T3
Beam
None
A36
Typical
M657
N927
N925
TWR_HORZ_T3
Beam
None
A36
Typical
M658
N925
N926
TWR_HORZ_T3
Beam
None
A36
Typical
M659
N926
N927
TWR_HORZ_T3
Beam
None
A36
Typical
M660
N925
N899
TWR_DIAG_T3
Column
None
A36
Typical
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Member Primary Data (Continued)
Label
I Node
J Node
Rotate(deg)
Section/Shape
Type
Design List
Material
Design Rule
M661
N926
N900
TWR_DIAG_T3
Column
None
A36
Typical
M662
N927
N901
TWR_DIAG_T3
Column
None
A36
Typical
M663
N930
N931
TWR_STEP_T3
Beam
None
A36
Typical
M664
N1
N896
TWR_LEG_T4
Column
None
A572-50
Typical
M665
N1
N897
TWR_LEG_T4
Column
None
A572-50
Typical
M666
N1
N898
TWR_LEG_T4
Column
None
A572-50
Typical
M667
N932
N933
TWR_TOP_GIRT_T4
Beam
None
A36
Typical
M668
N933
N934
TWR_TOP_GIRT_T4
Beam
None
A36
Typical
M669
N934
N932
TWR_TOP_GIRT_T4
Beam
None
A36
Typical
M670
N935
N936
6.587
TWR_BOT_GIRT_T4
Beam
None
A36
Typical
M671
N936
N937
6.587
TWR_BOT_GIRT_T4
Beam
None
A36
Typical
M672
N937
N935
6.587
TWR_BOT_GIRT_T4
Beam
None
A36
Typical
M673
N936
N938
TWR_DIAG_T4
Column
None
A36
Typical
M674
N937
N939
TWR_DIAG_T4
Column
None
A36
Typical
M675
N935
N940
TWR_DIAG_T4
Column
None
A36
Typical
M676
N938
N939
TWR_HORZ_T4
Beam
None
A36
Typical
M677
N939
N940
TWR_HORZ_T4
Beam
None
A36
Typical
M678
N940
N938
TWR_HORZ_T4
Beam
None
A36
Typical
M679
N938
N941
TWR_DIAG_T4
Column
None
A36
Typical
M680
N939
N942
TWR_DIAG_T4
Column
None
A36
Typical
M681
N940
N943
TWR_DIAG_T4
Column
None
A36
Typical
M682
N943
N941
TWR_HORZ_T4
Beam
None
A36
Typical
M683
N941
N942
TWR_HORZ_T4
Beam
None
A36
Typical
M684
N942
N943
TWR_HORZ_T4
Beam
None
A36
Typical
M685
N941
N932
TWR_DIAG_T4
Column
None
A36
Typical
M686
N942
N933
TWR_DIAG_T4
Column
None
A36
Typical
M687
N943
N934
TWR_DIAG_T4
Column
None
A36
Typical
M688
N3
N858
TWR_GUYC_T1
Beam
None
EHS Cable_Gen
Typical
M689
N4
N859
TWR_GUYB_T1
Beam
None
EHS Cable_Gen
Typical
M690
N2
N860
TWR_GUYA_T1
Beam
None
EHS Cable_Gen
Typical
M691
N5
N860
TWR_GUYA_T1
Beam
None
EHS Cable_Gen
Typical
Hot Rolled Steel Properties
Label
E [psi]
G [psi]
Nu
Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi]
Ry
Fu [ksi]
Rt
A572-50
2.9e+7
1.12e+7
0.295
0.65
0.49
1.1
1.2
A36
2.9e+7
1.12e+7
0.295
0.65
0.49
1.5
1.2
A992
2.9e+7
1.115e+7
0.3
0.65
0.49
1.1
1.1
A36 Gr.36
2.9e+7
1.115e+7
0.3
0.65
0.49
1.5
1.2
A572 Gr.50
2.9e+7
1.115e+7
0.3
0.65
0.49
1.1
1.1
A500 Gr.B RND
2.9e+7
1.115e+7
0.3
0.65
0.527
1.4
1.3
7 A500 Gr.B RECT
2.9e+7
1.115e+7
0.3
0.65
0.527
1.4
1.3
A500 Gr.C RND
2.9e+7
1.115e+7
0.3
0.65
0.527
1.4
1.3
9 A500 Gr.C RECT
2.9e+7
1.115e+7
0.3
0.65
0.527
1.4
1.3
A53 Gr.B
2.9e+7
1.115e+7
0.3
0.65
0.49
1.6
1.2
A1085
2.9e+7
1.115e+7
0.3
0.65
0.49
1.4
1.3
A913 Gr.65
2.9e+7
1.115e+7
0.3
0.65
0.49
1.1
1.1
Wood Properties
Label
Type
Database
Species
Grade Cm Ci EmodNuTherm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]
DF
Solid Sawn
Visually Graded
Douglas Fir-Larch
No.1
0.3
0.3
0.035
SP
Solid Sawn
Visually Graded
Southern Pine
No.1
0.3
0.3
0.035
HF
Solid Sawn
Visually Graded
Hem-Fir
No.1
0.3
0.3
0.035
SPF
Solid Sawn
Visually Graded
Spruce-Pine-fir
No.1
0.3
0.3
0.035
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Wood Properties (Continued)
Label
Type
Database
Species
Grade Cm Ci EmodNuTherm. Coeff. [1e⁵°F⁻¹]Density [k/ft³]
24F-1.8E DF Balanced
Glulam
NDS Table 5A
24F-1.8E_DF_BAL
na
0.3
0.3
0.035
6 24F-1.8E DF Unbalanced Glulam
NDS Table 5A
24F-1.8E_DF_UNBAL
na
0.3
0.3
0.035
24F-1.8E SP Balanced
Glulam
NDS Table 5A
24F-1.8E_SP_BAL
na
0.3
0.3
0.035
8 24F-1.8E SP Unbalanced Glulam
NDS Table 5A
24F-1.8E_SP_UNBAL
na
0.3
0.3
0.035
9 1.3E-1600F_VERSALAM
SCL
Boise Cascade
1.3E-1600F_VERSALAM na
0.3
0.3
0.035
1.35E LSL_SolidStart
SCL
Louisiana Pacific
1.35E LSL_SolidStart
na
0.3
0.3
0.035
1.4E_RIGIDLAM LVL
SCL
Roseburg Forest Products_2023
1.4E_RIGIDLAM LVL
na
0.3
0.3
0.035
12 2.0E_DF Parallam PSL
SCL
TrusJoist
2.0E_DF Parallam PSL
na
0.3
0.3
0.035
13 LVL_PRL_1.5E_2250F Custom
N/A
LVL_PRL_1.5E_2250F
na
0.3
0.3
0.035
14 LVL_Microlam_1.9E_2600FCustom
N/A
LVL_Microllam_1.9E_2600F na
0.3
0.3
0.035
15PSL_Parallam_2.0E_2900F Custom
N/A
PSL_Parallam_2.0E_2900F na
0.3
0.3
0.035
16 LSL_TimberStrand_1.55E_2325F Custom
N/A
LSL_TimberStrand_1.55E_2325F na
0.3
0.3
0.035
Hot Rolled Steel Design Parameters
Label
Shape
Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in] Lcomp bot [in]L-Torque [in]K y-yK z-zChannel Conn.a [in]Function
M12 Threaded Rods (0.875")
94.34
Lbyy
N/A
N/A Lateral
M23 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
M24
Plates
50.252
Lbyy
N/A
N/A Lateral
M25 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
M26 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
M27
Plates
50.252
Lbyy
N/A
N/A Lateral
M28 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
M30 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
M34 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
10 M37 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
11 M38 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
12 M39
Plates
50.252
Lbyy
N/A
N/A Lateral
13 M40
Plates
50.252
Lbyy
N/A
N/A Lateral
14 M41
Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
15 M42
Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
16 M49 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
17 M51
Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
18 M53
Plates
50.252
Lbyy
N/A
N/A Lateral
19 M55
Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
20 M59 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
21 M60 Threaded Rods (0.875")
94.34
Lbyy
N/A
N/A Lateral
22 M64 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
23 M67 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
24 M68
Plates
50.252
Lbyy
N/A
N/A Lateral
25 M69
Plates
50.252
Lbyy
N/A
N/A Lateral
26 M73
Plates
50.252
Lbyy
N/A
N/A Lateral
27 M74 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
28 M76 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
29 M77 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
30 M78 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
31 M83 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
32 M85
Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
33 M87
Plates
50.252
Lbyy
N/A
N/A Lateral
34 M89
Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
35 M93 Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
36 M94 Threaded Rods (0.875")
94.34
Lbyy
N/A
N/A Lateral
37 M98 Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
38 M101Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
39 M102
Plates
50.252
Lbyy
N/A
N/A Lateral
40 M103
Plates
50.252
Lbyy
N/A
N/A Lateral
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Hot Rolled Steel Design Parameters (Continued)
Label
Shape
Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in] Lcomp bot [in]L-Torque [in]K y-yK z-zChannel Conn.a [in]Function
41 M107
Plates
50.252
Lbyy
N/A
N/A Lateral
42 M108Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
43 M110Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
44 M111Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
45 M112Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
46 M117Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
47 M119 Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
48 M121
Plates
50.252
Lbyy
N/A
N/A Lateral
49 M123 Threaded Rods (1")
176.662
Lbyy
N/A
N/A Lateral
50 M127Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
51 M128Threaded Rods (0.875")
94.34
Lbyy
N/A
N/A Lateral
52 M132Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
53 M135Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
54 M136
Plates
50.252
Lbyy
N/A
N/A Lateral
55 M137
Plates
50.252
Lbyy
N/A
N/A Lateral
56 M141
Plates
50.252
Lbyy
N/A
N/A Lateral
57 M142Threaded Rods (0.875") 147.658
Lbyy
N/A
N/A Lateral
58 M144Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
59 M145Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
60 M146Threaded Rods (0.875") 147.941
Lbyy
N/A
N/A Lateral
61 M412 Reinforcing Channel
267.401
Lbyy
N/A
N/A Lateral
62 M424 Reinforcing Channel
267.401
Lbyy
N/A
N/A Lateral
63 M448
Frame Beams
140.161
Lbyy
N/A
N/A Lateral
64 M449
Bottom Plates
Lbyy
N/A
N/A Lateral
65 M450
Bottom Plates
Lbyy
N/A
N/A Lateral
66 M451
Bottom Plates
Lbyy
N/A
N/A Lateral
67 M452
Bottom Plates
Lbyy
N/A
N/A Lateral
68 M453
Frame Beams
140.161
Lbyy
N/A
N/A Lateral
69 M454 Reinforcing Channel
Lbyy
N/A
N/A Lateral
70 M455 Reinforcing Channel
168.401
Lbyy
N/A
N/A Lateral
71 M456 Reinforcing Channel
168.401
Lbyy
N/A
N/A Lateral
72 M457 Reinforcing Channel
Lbyy
N/A
N/A Lateral
73 M460
Leg Plates
Lbyy
N/A
N/A Lateral
74 M461
Leg Plates
Lbyy
N/A
N/A Lateral
75 M463
Leg Plates
Lbyy
N/A
N/A Lateral
76 M465
Leg Plates
Lbyy
N/A
N/A Lateral
77 M466
Leg Plates
Lbyy
N/A
N/A Lateral
78 M469
Leg Plates
Lbyy
N/A
N/A Lateral
79 M471
Leg Plates
Lbyy
N/A
N/A Lateral
80 M472
Leg Plates
Lbyy
N/A
N/A Lateral
81 M473
Leg Plates
Lbyy
N/A
N/A Lateral
82 M474
Leg Plates
Lbyy
N/A
N/A Lateral
83 M478
Leg Plates
Lbyy
N/A
N/A Lateral
84 M480
Leg Plates
Lbyy
N/A
N/A Lateral
85 M486
Legs
149.486
Lbyy
N/A
N/A Lateral
86 M487
Legs
149.486
Lbyy
N/A
N/A Lateral
87 M488
Legs
78.422
Lbyy
N/A
N/A Lateral
88 M489
Legs
78.422
Lbyy
N/A
N/A Lateral
89 M490
Horizontal Angles
Lbyy
N/A
N/A Lateral
90 M491
Horizontal Angles
92.991
Lbyy
N/A
N/A Lateral
91 M492
Horizontal Angles
Lbyy
N/A
N/A Lateral
92 M493
Horizontal Angles
92.991
Lbyy
N/A
N/A Lateral
93 M494
Horizontal Angles
Lbyy
N/A
N/A Lateral
94 M495
Horizontal Angles
Lbyy
N/A
N/A Lateral
95 M496
Horizontal Angles
107.331
Lbyy
N/A
N/A Lateral
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Hot Rolled Steel Design Parameters (Continued)
Label
Shape
Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in] Lcomp bot [in]L-Torque [in]K y-yK z-zChannel Conn.a [in]Function
96 M497
Horizontal Angles
107.331
Lbyy
N/A
N/A Lateral
97 M498
Horizontal Angles
107.331
Lbyy
N/A
N/A Lateral
98 M499
Horizontal Angles
107.331
Lbyy
N/A
N/A Lateral
99 M500
Horizontal Angles
92.991
Lbyy
N/A
N/A Lateral
100 M501
Horizontal Angles
Lbyy
N/A
N/A Lateral
101 M502
Horizontal Angles
92.991
Lbyy
N/A
N/A Lateral
102 M503
Diagonal Angles
55.334
Lbyy
N/A
N/A Lateral
103 M504
Diagonal Angles
55.334
Lbyy
N/A
N/A Lateral
104 M505
Diagonal Angles
55.334
Lbyy
N/A
N/A Lateral
105 M506
Diagonal Angles
55.334
Lbyy
N/A
N/A Lateral
106 M507
Diagonal Angles
104.649
Lbyy
N/A
N/A Lateral
107 M508
Diagonal Angles
104.649
Lbyy
N/A
N/A Lateral
108 M509
Platform Beams
92.991
Lbyy
N/A
N/A Lateral
109 M510
Platform Beams
Lbyy
N/A
N/A Lateral
110M511
Platform Beams
Lbyy
N/A
N/A Lateral
111M512
Platform Beams
92.991
Lbyy
N/A
N/A Lateral
112M513
Platform Beams
Lbyy
N/A
N/A Lateral
113M514
Platform Beams
Lbyy
N/A
N/A Lateral
114M515
Platform Beams
Lbyy
N/A
N/A Lateral
115M516
Platform Beams
Lbyy
N/A
N/A Lateral
116M548
TWR_LEG_T1
29.5
29.5
29.5
29.5
29.5
N/A
N/A Lateral
117M549
TWR_LEG_T1
14.75
14.75
14.75
14.75
14.75
N/A
N/A Lateral
118M550
TWR_LEG_T1
29.5
29.5
29.5
29.5
29.5
N/A
N/A Lateral
119M551 TWR_TOP_GIRT_T1
0.7 0.7
N/A
N/A Lateral
120 M552 TWR_TOP_GIRT_T1
0.7 0.7
N/A
N/A Lateral
121 M553 TWR_TOP_GIRT_T1
0.7 0.7
N/A
N/A Lateral
122 M554 TWR_BOT_GIRT_T1
0.7 0.7
N/A
N/A Lateral
123 M555 TWR_BOT_GIRT_T1
0.7 0.7
N/A
N/A Lateral
124 M556 TWR_BOT_GIRT_T1
0.7 0.7
N/A
N/A Lateral
125 M557
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
126 M558
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
127 M559
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
128 M560
TWR_STEP_T1
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
129 M561
TWR_HORZ_T1
0.7 0.7
N/A
N/A Lateral
130 M562
TWR_HORZ_T1
0.7 0.7
N/A
N/A Lateral
131 M563
TWR_HORZ_T1
0.7 0.7
N/A
N/A Lateral
132 M564
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
133 M565
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
134 M566
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
135 M567
TWR_STEP_T1
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
136 M568 TWR_PULLOFFTOP_T1_1
N/A
N/A Lateral
137 M569 TWR_PULLOFFTOP_T1_1
N/A
N/A Lateral
138 M570 TWR_PULLOFFTOP_T1_1
N/A
N/A Lateral
139 M571
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
140 M572
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
141 M573
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
142 M574
TWR_STEP_T1
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
143 M575
TWR_HORZ_T1
0.7 0.7
N/A
N/A Lateral
144 M576
TWR_HORZ_T1
0.7 0.7
N/A
N/A Lateral
145 M577
TWR_HORZ_T1
0.7 0.7
N/A
N/A Lateral
146 M578
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
147 M579
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
148 M580
TWR_DIAG_T1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
149 M581
TWR_STEP_T1
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
150 M582
TWR_LEG_T2
29.5
29.5
29.5
29.5
29.5
N/A
N/A Lateral
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Hot Rolled Steel Design Parameters (Continued)
Label
Shape
Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in] Lcomp bot [in]L-Torque [in]K y-yK z-zChannel Conn.a [in]Function
151 M583
TWR_LEG_T2
14.75
14.75
14.75
14.75
14.75
N/A
N/A Lateral
152 M584
TWR_LEG_T2
29.5
29.5
29.5
29.5
29.5
N/A
N/A Lateral
153 M585 TWR_TOP_GIRT_T2
0.7 0.7
N/A
N/A Lateral
154 M586 TWR_TOP_GIRT_T2
0.7 0.7
N/A
N/A Lateral
155 M587 TWR_TOP_GIRT_T2
0.7 0.7
N/A
N/A Lateral
156 M588 TWR_BOT_GIRT_T2
0.7 0.7
N/A
N/A Lateral
157 M589 TWR_BOT_GIRT_T2
0.7 0.7
N/A
N/A Lateral
158 M590 TWR_BOT_GIRT_T2
0.7 0.7
N/A
N/A Lateral
159 M591
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
160 M592
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
161 M593
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
162 M594
TWR_STEP_T2
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
163 M595
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
164 M596
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
165 M597
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
166 M598
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
167 M599
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
168 M600
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
169 M601
TWR_STEP_T2
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
170 M602
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
171 M603
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
172 M604
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
173 M605
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
174 M606
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
175 M607
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
176 M608
TWR_STEP_T2
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
177 M609
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
178 M610
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
179 M611
TWR_HORZ_T2
0.7 0.7
N/A
N/A Lateral
180 M612
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
181 M613
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
182 M614
TWR_DIAG_T2_1
38.03
38.03
38.03
38.03
38.03
38.03
0.7 0.7
N/A
N/A Lateral
183 M615
TWR_STEP_T2
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
184 M616
TWR_LEG_T3
29.667
29.667
29.667
29.667
29.667
N/A
N/A Lateral
185 M617
TWR_LEG_T3
14.833
14.833
14.833
14.833
14.833
N/A
N/A Lateral
186 M618
TWR_LEG_T3
29.667
29.667
29.667
29.667
29.667
N/A
N/A Lateral
187 M619 TWR_TOP_GIRT_T3
0.7 0.7
N/A
N/A Lateral
188 M620 TWR_TOP_GIRT_T3
0.7 0.7
N/A
N/A Lateral
189 M621 TWR_TOP_GIRT_T3
0.7 0.7
N/A
N/A Lateral
190 M622 TWR_BOT_GIRT_T3
0.7 0.7
N/A
N/A Lateral
191 M623 TWR_BOT_GIRT_T3
0.7 0.7
N/A
N/A Lateral
192 M624 TWR_BOT_GIRT_T3
0.7 0.7
N/A
N/A Lateral
193 M625
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
194 M626
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
195 M627
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
196 M628
TWR_STEP_T3
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
197 M629
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
198 M630
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
199 M631
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
200 M632
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
201 M633
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
202 M634
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
203 M635
TWR_STEP_T3
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
204 M636
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
205 M637
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Hot Rolled Steel Design Parameters (Continued)
Label
Shape
Length [in]Lb y-y [in]Lb z-z [in]Lcomp top [in] Lcomp bot [in]L-Torque [in]K y-yK z-zChannel Conn.a [in]Function
206 M638
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
207 M639
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
208 M640
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
209 M641
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
210 M642
TWR_STEP_T3
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
211M643
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
212 M644
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
213 M645
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
214 M646
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
215 M647
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
216 M648
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
217 M649
TWR_STEP_T3
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
218 M650
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
219 M651
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
220 M652
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
221 M653
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
222 M654
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
223 M655
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
224 M656
TWR_STEP_T3
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
225 M657
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
226 M658
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
227 M659
TWR_HORZ_T3
0.7 0.7
N/A
N/A Lateral
228 M660
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
229 M661
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
230 M662
TWR_DIAG_T3
38.159
38.159
38.159
38.159
38.159
38.159
0.7 0.7
N/A
N/A Lateral
231 M663
TWR_STEP_T3
12.004
12.004
12.004
12.004
12.004
N/A
N/A Lateral
232 M664
TWR_LEG_T4
61.579
18.132
18.132
18.132
18.132
18.132
N/A
N/A Lateral
233 M665
TWR_LEG_T4
61.579
18.132
18.132
18.132
18.132
18.132
N/A
N/A Lateral
234 M666
TWR_LEG_T4
61.579
18.132
18.132
18.132
18.132
18.132
N/A
N/A Lateral
235 M667 TWR_TOP_GIRT_T4
23.6
23.6
23.6
23.6
23.6
23.6
0.7 0.7
N/A
N/A Lateral
236 M668 TWR_TOP_GIRT_T4
23.6
23.6
23.6
23.6
23.6
23.6
0.7 0.7
N/A
N/A Lateral
237 M669 TWR_TOP_GIRT_T4
23.6
23.6
23.6
23.6
23.6
23.6
0.7 0.7
N/A
N/A Lateral
238 M670 TWR_BOT_GIRT_T4
2.4
2.4
2.4
2.4
2.4
2.4
0.7 0.7
N/A
N/A Lateral
239 M671 TWR_BOT_GIRT_T4
2.4
2.4
2.4
2.4
2.4
2.4
0.7 0.7
N/A
N/A Lateral
240 M672 TWR_BOT_GIRT_T4
2.4
2.4
2.4
2.4
2.4
2.4
0.7 0.7
N/A
N/A Lateral
241 M673
TWR_DIAG_T4
18.748
18.748
18.748
18.748
18.748
18.748
0.7 0.7
N/A
N/A Lateral
242 M674
TWR_DIAG_T4
18.748
18.748
18.748
18.748
18.748
18.748
0.7 0.7
N/A
N/A Lateral
243 M675
TWR_DIAG_T4
18.748
18.748
18.748
18.748
18.748
18.748
0.7 0.7
N/A
N/A Lateral
244 M676
TWR_HORZ_T4
9.467
9.467
9.467
9.467
9.467
9.467
0.7 0.7
N/A
N/A Lateral
245 M677
TWR_HORZ_T4
9.467
9.467
9.467
9.467
9.467
9.467
0.7 0.7
N/A
N/A Lateral
246 M678
TWR_HORZ_T4
9.467
9.467
9.467
9.467
9.467
9.467
0.7 0.7
N/A
N/A Lateral
247 M679
TWR_DIAG_T4
22.029
22.029
22.029
22.029
22.029
22.029
0.7 0.7
N/A
N/A Lateral
248 M680
TWR_DIAG_T4
22.029
22.029
22.029
22.029
22.029
22.029
0.7 0.7
N/A
N/A Lateral
249 M681
TWR_DIAG_T4
22.029
22.029
22.029
22.029
22.029
22.029
0.7 0.7
N/A
N/A Lateral
250 M682
TWR_HORZ_T4
16.533
16.533
16.533
16.533
16.533
16.533
0.7 0.7
N/A
N/A Lateral
251 M683
TWR_HORZ_T4
16.533
16.533
16.533
16.533
16.533
16.533
0.7 0.7
N/A
N/A Lateral
252 M684
TWR_HORZ_T4
16.533
16.533
16.533
16.533
16.533
16.533
0.7 0.7
N/A
N/A Lateral
253 M685
TWR_DIAG_T4
26.813
26.813
26.813
26.813
26.813
26.813
0.7 0.7
N/A
N/A Lateral
254 M686
TWR_DIAG_T4
26.813
26.813
26.813
26.813
26.813
26.813
0.7 0.7
N/A
N/A Lateral
255 M687
TWR_DIAG_T4
26.813
26.813
26.813
26.813
26.813
26.813
0.7 0.7
N/A
N/A Lateral
Wood Design Parameters
Label
Shape
Length [in]
le2 [in]
le1 [in]
le-bend top [in] le-bend bot [in]
Cr
y sway
z sway
M1
Ridge
Segment
Segment
Segment
Segment
M2
Roof sheathing
317.428
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Wood Design Parameters (Continued)
Label
Shape
Length [in]
le2 [in]
le1 [in]
le-bend top [in] le-bend bot [in]
Cr
y sway
z sway
M3
Roof sheathing
145.198
M4
Roof sheathing
145.198
M5
Roof sheathing
287.222
M10
Ridge
Segment
Segment
Segment
Segment
M13
Beams
321.704
Segment
Segment
Segment
Segment
M14
Diagonal Beams (A)
166.459
Lbyy
M15
Diagonal Beams (A)
166.655
Lbyy
M16
Vert Post
156.147
Segment
Segment
Segment
Segment
M17
Ridge
Segment
Segment
Segment
Segment
M18
Ridge
Segment
Segment
Segment
Segment
M29
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M33
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M43
Ridge
Segment
Segment
Segment
Segment
M44
Vert Post
110.85
Segment
Segment
Segment
Segment
M45
Central Beams
145.192
M46
Central Beams
169.849
Segment
Segment
Segment
Segment
M47
Central Beams
169.354
Segment
Segment
Segment
Segment
M48
Central Beams
169.822
Segment
Segment
Segment
Segment
M50
Vert Post
156.147
Segment
Segment
Segment
Segment
M52
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M54
Diagonal Beams (A)
166.459
Lbyy
M61
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M62
Beams
321.704
Segment
Segment
Segment
Segment
M63
Diagonal Beams (A)
166.655
Lbyy
M79
Central Beams
169.354
Segment
Segment
Segment
Segment
M80
Vert Post
110.85
Segment
Segment
Segment
Segment
M81
Central Beams
145.192
M82
Central Beams
169.822
Segment
Segment
Segment
Segment
M84
Vert Post
156.147
Segment
Segment
Segment
Segment
M86
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M88
Diagonal Beams (A)
166.459
Lbyy
M95
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M96
Beams
321.704
Segment
Segment
Segment
Segment
M97
Diagonal Beams (A)
166.655
Lbyy
M113
Central Beams
169.354
Segment
Segment
Segment
Segment
M114
Vert Post
110.85
Segment
Segment
Segment
Segment
M115
Central Beams
145.192
M116
Central Beams
169.822
Segment
Segment
Segment
Segment
M118
Vert Post
156.147
Segment
Segment
Segment
Segment
M120
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M122
Diagonal Beams (A)
166.459
Lbyy
M129
Diagonal Beams (B)
294.401
Segment
Segment
Segment
Segment
M130
Beams
321.704
Segment
Segment
Segment
Segment
M131
Diagonal Beams (A)
166.655
Lbyy
M147
Central Beams
169.354
Segment
Segment
Segment
Segment
M148
Vert Post
110.85
Segment
Segment
Segment
Segment
M149
Central Beams
145.192
M150
Central Beams
165.416
Segment
Segment
Segment
Segment
M151
Central Beams
165.396
Segment
Segment
Segment
Segment
M152
Central Beams
165.472
Segment
Segment
Segment
Segment
M153
Central Beams
165.465
Segment
Segment
Segment
Segment
M154
Central Beams
165.396
Segment
Segment
Segment
Segment
M155
Central Beams
165.396
Segment
Segment
Segment
Segment
M156
Central Beams
165.465
Segment
Segment
Segment
Segment
M157
Central Beams
165.396
Segment
Segment
Segment
Segment
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Wood Design Parameters (Continued)
Label
Shape
Length [in]
le2 [in]
le1 [in]
le-bend top [in] le-bend bot [in]
Cr
y sway
z sway
M158
Central Beams
165.396
Segment
Segment
Segment
Segment
M159
Central Beams
165.465
Segment
Segment
Segment
Segment
M160
Central Beams
165.465
Segment
Segment
Segment
Segment
M162
Roof sheathing
317.428
M163
Roof sheathing
145.198
M165
Roof sheathing
145.198
M166
Roof sheathing
287.222
M170
Roof sheathing
317.428
M171
Roof sheathing
145.198
M173
Roof sheathing
145.198
M174
Roof sheathing
287.222
M178
Roof sheathing
317.428
M179
Roof sheathing
145.198
M181
Roof sheathing
145.198
M182
Roof sheathing
287.222
M185
Roof sheathing
317.428
M188
Roof sheathing
145.198
M190
Roof sheathing
145.198
M191
Roof sheathing
287.222
M194
Roof sheathing
317.428
M195
Roof sheathing
145.198
M197
Roof sheathing
145.198
M198
Roof sheathing
287.222
M203
Roof sheathing
317.428
M206
Roof sheathing
287.222
M210
Roof sheathing
145.198
M211
Roof sheathing
145.198
M213
Roof sheathing
145.198
M215
Roof sheathing
145.198
M216
Roof sheathing
287.222
M219
Roof sheathing
317.428
M220
Roof sheathing
145.198
M222
Roof sheathing
145.198
M223
Roof sheathing
287.222
M226
Roof sheathing
317.428
M227
Roof sheathing
145.198
M228
Roof sheathing
287.222
M230
Roof sheathing
317.428
M232
Roof sheathing
145.198
M234
Roof sheathing
317.428
M235
Roof sheathing
145.198
M237
Roof sheathing
145.198
M238
Roof sheathing
287.222
M243
Roof sheathing
317.428
M246
Roof sheathing
287.222
M250
Roof sheathing
145.198
M251
Roof sheathing
145.198
M253
Roof sheathing
145.198
M255
Roof sheathing
145.198
M256
Roof sheathing
287.222
M259
Roof sheathing
317.428
M260
Roof sheathing
145.198
M262
Roof sheathing
145.198
M263
Roof sheathing
287.222
M266
Roof sheathing
317.428
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Wood Design Parameters (Continued)
Label
Shape
Length [in]
le2 [in]
le1 [in]
le-bend top [in] le-bend bot [in]
Cr
y sway
z sway
M267
Roof sheathing
145.198
M268
Roof sheathing
287.222
M270
Roof sheathing
317.428
M272
Roof sheathing
145.198
M274
Roof sheathing
317.428
M275
Roof sheathing
145.198
M277
Roof sheathing
145.198
M278
Roof sheathing
287.222
M283
Roof sheathing
317.428
M286
Roof sheathing
287.222
M290
Roof sheathing
145.198
M291
Roof sheathing
145.198
M293
Roof sheathing
145.198
M295
Roof sheathing
145.198
M296
Roof sheathing
287.222
M299
Roof sheathing
317.428
M300
Roof sheathing
145.198
M302
Roof sheathing
145.198
M303
Roof sheathing
287.222
M306
Roof sheathing
317.428
M307
Roof sheathing
145.198
M308
Roof sheathing
287.222
M310
Roof sheathing
317.428
M312
Roof sheathing
145.198
M314
Roof sheathing
317.428
M315
Roof sheathing
145.198
M317
Roof sheathing
145.198
M318
Roof sheathing
287.222
M323
Roof sheathing
317.428
M326
Roof sheathing
287.222
M330
Roof sheathing
145.198
M331
Roof sheathing
145.198
M333
Roof sheathing
145.198
M335
Roof sheathing
145.198
M336
Roof sheathing
287.222
M339
Roof sheathing
317.428
M340
Roof sheathing
145.198
M342
Roof sheathing
145.198
M343
Roof sheathing
287.222
M346
Roof sheathing
317.428
M347
Roof sheathing
145.198
M348
Roof sheathing
287.222
M350
Roof sheathing
317.428
M352
Roof sheathing
145.198
M354
Roof sheathing
317.428
M355
Roof sheathing
145.198
M357
Roof sheathing
145.198
M358
Roof sheathing
287.222
M362
Roof sheathing
317.428
M365
Roof sheathing
145.198
M367
Roof sheathing
145.198
M368
Roof sheathing
287.222
M371
Roof sheathing
317.428
M372
Roof sheathing
145.198
M374
Roof sheathing
145.198
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Wood Design Parameters (Continued)
Label
Shape
Length [in]
le2 [in]
le1 [in]
le-bend top [in] le-bend bot [in]
Cr
y sway
z sway
M375
Roof sheathing
287.222
M547
Central Beams
165.465
Segment
Segment
Segment
Segment
Hot Rolled Steel Section Sets
Label
Shape
Type
Design List
Material
Design RuleArea [in²]
Iyy [in⁴]
Izz [in⁴] J [in⁴]
TWR_LEG_T1
SR11/4
Column
None
A572-50
Typical
1.227
0.12
0.12
0.24
TWR_TOP_GIRT_T1
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_BOT_GIRT_T1
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_DIAG_T1
SR3/4
Column
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_HORZ_T1
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_LEG_T2
SR11/4
Column
None
A572-50
Typical
1.227
0.12
0.12
0.24
TWR_TOP_GIRT_T2
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_BOT_GIRT_T2
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_DIAG_T2
SR7/8
Column
None
A36
Typical
0.601
0.029
0.029 0.058
TWR_HORZ_T2
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_LEG_T3
SR11/4
Column
None
A572-50
Typical
1.227
0.12
0.12
0.24
TWR_TOP_GIRT_T3
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_HORZ_T3
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_DIAG_T3
SR7/8
Column
None
A36
Typical
0.601
0.029
0.029 0.058
15 TWR_PULLOFFTOP_T1 FLATBAR3X3/8
Beam
None
A36
Typical
1.125
0.013
0.844 0.049
Plates
P7X1
Beam
RECT
A992
Typical
0.583
28.583 2.123
17 Threaded Rods (0.875")
SR.875
Beam
BAR
A36 Gr.36
Typical
0.601
0.029
0.029 0.058
Threaded Rods (1")
1"S.R
Beam
BAR
A36 Gr.36
Typical
0.785
0.049
0.049 0.098
Reinforcing Channel
C12X20.7
Beam
Channel
A36 Gr.36
Typical
6.08
3.86
0.369
Frame Beams
HSS8X8X4
Beam
Tube
A500 Gr.B RECT
Typical
7.1
70.7
70.7
Bottom Plates
10"X0.625"PLATE
Beam
RECT
A36 Gr.36
Typical
6.25
0.203
52.083 0.782
Leg Plates
10"X1/4"PLATE
Beam
RECT
A36 Gr.36
Typical
2.5
0.013
20.833 0.051
Legs
HSS4X4X4
Beam
Tube
A500 Gr.B RECT
Typical
3.37
7.8
7.8
12.8
Diagonal Angles
L3X3X6
HBrace Single Angle
A36 Gr.36
Typical
2.11
1.75
1.75 0.101
Horizontal Angles
L3X3X6
Beam
Single Angle
A36 Gr.36
Typical
2.11
1.75
1.75 0.101
Platform Beams
W8X31
Beam
Wide Flange
A992
Typical
9.13
37.1
0.536
TWR_STEP_T1
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
28 TWR_PULLOFFTOP_T1_1
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_DIAG_T2_1
SR3/4
Column
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_STEP_T2
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_BOT_GIRT_T3
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_STEP_T3
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_LEG_T4
SR11/4
Column
None
A572-50
Typical
1.227
0.12
0.12
0.24
TWR_TOP_GIRT_T4
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
TWR_BOT_GIRT_T4
FLATBAR12X3/8
Beam
None
A36
Typical
4.5
0.053
0.207
TWR_DIAG_T4
SR7/8
Column
None
A36
Typical
0.601
0.029
0.029 0.058
TWR_HORZ_T4
SR3/4
Beam
None
A36
Typical
0.442
0.016
0.016 0.031
Wood Section Sets
Label
Shape
Type
Design List
Material Design RuleArea [in²] Iyy [in⁴]
Izz [in⁴]
J [in⁴]
WOOD1A
2X6
Beam
None
DF
Typical
8.25
1.547
20.797
5.125
Roof sheathing
1.75X9.75FS
Beam
Rectangular Double
DF
Typical
17.062
4.354
135.167
15.449
Beams
2-3X13.5FS
Beam
Rectangular Double
DF
Typical
1230.188 700.725
Diagonal Beams (A)
7.5X12FS
Beam
Rectangular Double
DF
Typical
421.875
1031.496
Vert Post
5.75X5.75FS
Column
Rectangular
DF
Typical
33.062
91.094
91.094
153.949
Diagonal Beams (B)
7.75X11.75FS
Beam
Rectangular
DF
Typical
91.062
455.787 1047.6931077.519
Crossbar
3X10
Beam
Rectangular
DF
Typical
23.125
12.044
164.886
39.978
strut
2X6
Beam
Rectangular
DF
Typical
8.25
1.547
20.797
5.125
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Wood Section Sets (Continued)
Label
Shape
Type
Design List
Material Design RuleArea [in²] Iyy [in⁴]
Izz [in⁴]
J [in⁴]
Central Beams
2X9.5FS
Beam
Rectangular
DF
Typical
6.333
142.896
21.974
Ridge
8X10FS
Beam
Rectangular
DF
Typical
426.667 666.667 875.867
Node Boundary Conditions
Node Label
X [k/in]
Y [k/in]
Z [k/in]
X Rot [k-ft/rad]
Y Rot [k-ft/rad]
Z Rot [k-ft/rad]
N282
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N279
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N475
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N444
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N257
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N296
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N472
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N123
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N167
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N382
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N402
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N357
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N224
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N234
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N237
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N329
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N386
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N332
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N391
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N286
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N341
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N478
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N394
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N399
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N436
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N441
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N14
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N352
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N336
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N291
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N76
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N77
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N217
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N249
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N166
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N346
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N349
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N252
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N379
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N307
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N300
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N400
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N452
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N429
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N432
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N446
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N449
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N457
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N396
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N51
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Node Boundary Conditions (Continued)
Node Label
X [k/in]
Y [k/in]
Z [k/in]
X Rot [k-ft/rad]
Y Rot [k-ft/rad]
Z Rot [k-ft/rad]
N302
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N122
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N299
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N350
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N27
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N480
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N227
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N17
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N294
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N407
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N344
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N248
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N450
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N470
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N171
Reaction
Reaction
Reaction
N29
Reaction
Reaction
Reaction
N127
Reaction
Reaction
Reaction
N81
Reaction
Reaction
Reaction
N8
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N35
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N6
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N9
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N22
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N64
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N7
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N23
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N32
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N34
Reaction
Reaction
Reaction
Reaction
Reaction
Reaction
N861
Tether N11
Tether N11
Tether N11
Tether N11
Tether N11
Tether N11
N887
Tether N24
Tether N24
Tether N24
Tether N24
Tether N24
Tether N24
N913
Tether N37
Tether N37
Tether N37
Tether N37
Tether N37
Tether N37
N923
Tether N42
Tether N42
Tether N42
Tether N42
Tether N42
Tether N42
Material Take-Off
Material
Size
Pieces
Length[in]
Weight[K]
General Members
RIGID
2317.8
EHS Cable_Gen
GUY7/16
2045.5
0.067
Total General
4363.4
0.067
Hot Rolled Steel
A36 Gr.36
1"S.R
1413.3
0.315
A36 Gr.36
C12X20.7
1069.6
1.844
A36 Gr.36
10"X0.625"PLATE
0.071
A36 Gr.36
10"X1/4"PLATE
0.077
A36 Gr.36
L3X3X6
1711.9
1.024
A500 Gr.B RECT
HSS8X8X4
280.3
0.607
A500 Gr.B RECT
HSS4X4X4
455.8
0.468
A992
P7X1
1.596
A992
W8X31
1.6
A36 Gr.36
SR.875
0.871
Total HR Steel
11607.9
8.473
Wood
DF
1.75X9.75FS
25061.3
8.661
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Material Take-Off (Continued)
Material
Size
Pieces
Length[in]
Weight[K]
DF
2-3X13.5FS
1286.8
2.111
DF
2X9.5FS
3922.7
1.51
DF
5.75X5.75FS
0.715
DF
7.5X12FS
1332.5
2.429
DF
7.75X11.75FS
2355.2
4.344
DF
8X10FS
3.986
Total Wood
37486.5
23.757
Plate Elements
Thickness (in)
Volume (yds^3)
gen_Plywood
0.5
4.4
4.152
Total Plates
4.4
4.152
Basic Load Cases
BLC Description
Category Y Gravity
Nodal
Point
Distributed Area(Member) Surface(Plate/Wall)
Dead
DL
-1
Guy Weight
None
No Ice Wind 0 deg
WL-Z
No Ice Wind 30 deg
None
No Ice Wind 60 deg
None
No Ice Wind 90 deg
WL+X
No Ice Wind 120 deg
None
No Ice Wind 150 deg
None
No Ice Wind 180 deg
WL+Z
No Ice Wind 210 deg
None
No Ice Wind 240 deg
None
No Ice Wind 270 deg
WL-X
No Ice Wind 300 deg
None
No Ice Wind 330 deg
None
Ice
OL1
Temperature Drop
None
Ice Wind 0 deg
OL2
Ice Wind 30 deg
None
Ice Wind 60 deg
None
Ice Wind 90 deg
OL3
Ice Wind 120 deg
None
Ice Wind 150 deg
None
Ice Wind 180 deg
OL4
Ice Wind 210 deg
None
Ice Wind 240 deg
None
Ice Wind 270 deg
OL5
Ice Wind 300 deg
None
Ice Wind 330 deg
None
Service Wind 0 deg
None
Service Wind 30 deg
None
Service Wind 60 deg
None
Service Wind 90 deg
None
Service Wind 120 deg
None
Service Wind 150 deg
None
Service Wind 180 deg
None
Service Wind 210 deg
None
Service Wind 240 deg
None
Service Wind 270 deg
None
Service Wind 300 deg
None
Service Wind 330 deg
None
Roof Wind Load WL+X
WL+X
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Basic Load Cases (Continued)
BLC Description
Category Y Gravity
Nodal
Point
Distributed Area(Member) Surface(Plate/Wall)
Roof Wind Load WL+Z
WL+Z
Roof Wind Load WL-X
WL-X
Roof Wind Load WL-Z
WL-Z
Roof Live Load
RLL
Roof Snow Load
SL
Roof Wind Load WL+X (R)
WLX+R
Roof Wind Load WL+Z (R)
WLZ+R
Roof Wind Load WL-X (R)
WLX-R
Roof Wind Load WL-Z (R)
WLZ-R
BLC 1 Transient Area Loads
None
Load Combinations
Description
Solve
P-Delta
BLC
Factor
BLC
Factor
BLC
Factor
BLC
Factor
BLC
Factor
1.4D
Yes
Y
DL
1.4
1.2D+1.6L+0.5S
Yes
Y
DL
1.2
LL
1.6
SL
0.5
1.2D+1.6L+0.5RLL
Yes
Y
DL
1.2
LL
1.6
RLL
0.5
1.2D+1.6RLL+L
Yes
Y
DL
1.2
RLL
1.6
LL
1.2D+1.6S+L
Yes
Y
DL
1.2
SL
1.6
LL
1.2D+1.6S+0.5W0
Yes
Y
DL
1.2
SL
1.6
WL+X
0.5
1.2D+1.6S+0.5W90
Yes
Y
DL
1.2
SL
1.6
WL+Z
0.5
1.2D+1.6S+0.5W180
Yes
Y
DL
1.2
SL
1.6
WL-X
0.5
1.2D+1.6S+0.5W270
Yes
Y
DL
1.2
SL
1.6
WL-Z
0.5
1.2D+1.6RLL+0.5W0
Yes
Y
DL
1.2
RLL
1.6
WL+X
0.5
1.2D+1.6RLL+0.5W90
Yes
Y
DL
1.2
RLL
1.6
WL+Z
0.5
1.2D+1.6RLL+0.5W180
Yes
Y
DL
1.2
RLL
1.6
WL-X
0.5
1.2D+1.6RLL+0.5W270
Yes
Y
DL
1.2
RLL
1.6
WL-Z
0.5
1.2D+0.5W0
Yes
Y
DL
1.2
WL+X
0.5
1.2D+0.5W90
Yes
Y
DL
1.2
WL+Z
0.5
1.2D+0.5W180
Yes
Y
DL
1.2
WL-X
0.5
1.2D+0.5W270
Yes
Y
DL
1.2
WL-Z
0.5
1.2D+W0+L+0.5S
Yes
Y
DL
1.2
WL+X
LL
SL
0.5
1.2D+W90+L+0.5S
Yes
Y
DL
1.2
WL+Z
LL
SL
0.5
1.2D+W180+L+0.5S
Yes
Y
DL
1.2
WL-X
LL
SL
0.5
1.2D+W270+L+0.5S
Yes
Y
DL
1.2
WL-Z
LL
SL
0.5
1.2D+W0+L+0.5RLL
Yes
Y
DL
1.2
WL+X
LL
RLL
0.5
1.2D+W90+L+0.5RLL
Yes
Y
DL
1.2
WL+Z
LL
RLL
0.5
1.2D+W180+L+0.5RLL
Yes
Y
DL
1.2
WL-X
LL
RLL
0.5
1.2D+W270+L+0.5RLL
Yes
Y
DL
1.2
WL-Z
LL
RLL
0.5
1.2D+W0+L
Yes
Y
DL
1.2
WL+X
LL
1.2D+W90+L
Yes
Y
DL
1.2
WL+Z
LL
1.2D+W180+L
Yes
Y
DL
1.2
WL-X
LL
1.2D+W270+L
Yes
Y
DL
1.2
WL-Z
LL
0.9D+W0
Yes
Y
DL
0.9
WL+X
0.9D+W90
Yes
Y
DL
0.9
WL+Z
0.9D+W180
Yes
Y
DL
0.9
WL-X
0.9D+W270
Yes
Y
DL
0.9
WL-Z
1.2D+1.6L+0.2Di+0.5S
Yes
Y
DL
1.2
LL
1.6
OL1
0.2
SL
0.5
1.2D+L+Di+Wi0+0.5S
Yes
Y
DL
1.2
LL
OL1
OL2
SL
0.5
1.2D+L+Di+Wi90+0.5S
Yes
Y
DL
1.2
LL
OL1
OL3
SL
0.5
1.2D+L+Di+Wi180+0.5S
Yes
Y
DL
1.2
LL
OL1
OL4
SL
0.5
1.2D+L+Di+Wi270+0.5S
Yes
Y
DL
1.2
LL
OL1
OL5
SL
0.5
0.9D+Di+Wi0
Yes
Y
DL
0.9
OL1
OL2
0.9D+Di+Wi90
Yes
Y
DL
0.9
OL1
OL3
0.9D+Di+Wi180
Yes
Y
DL
0.9
OL1
OL4
0.9D+Di+Wi270
Yes
Y
DL
0.9
OL1
OL5
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Load Combinations (Continued)
Solve
P-Delta
BLC
Factor
BLC
Factor
BLC
Factor
BLC
Factor
BLC
Factor
1.2D+Di
Yes
Y
DL
1.2
OL1
1.2D+Eh0+L+0.2S
Yes
Y
DL
1.2
ELX
LL
SL
0.2
1.2D+Eh90+L+0.2S
Yes
Y
DL
1.2
ELZ
LL
SL
0.2
1.2D+Eh180+L+0.2S
Yes
Y
DL
1.2
ELX
-1
LL
SL
0.2
1.2D+Eh270+L+0.2S
Yes
Y
DL
1.2
ELZ
-1
LL
SL
0.2
0.9D+Eh0
Yes
Y
DL
0.9
ELX
0.9D+Eh90
Yes
Y
DL
0.9
ELZ
0.9D+Eh180
Yes
Y
DL
0.9
ELX
-1
0.9D+Eh270
Yes
Y
DL
0.9
ELZ
-1
1.2D+1.6S+0.5W0 ®
Yes
Y
DL
1.2
SL
1.6
WLX+R
0.5
1.2D+1.6S+0.5W90 ®
Yes
Y
DL
1.2
SL
1.6
WLZ+R
0.5
1.2D+1.6S+0.5W180 ®
Yes
Y
DL
1.2
SL
1.6
WLX-R
0.5
1.2D+1.6S+0.5W270 ®
Yes
Y
DL
1.2
SL
1.6
WLZ-R
0.5
1.2D+1.6RLL+0.5W0 ®
Yes
Y
DL
1.2
RLL
1.6
WLX+R
0.5
57 1.2D+1.6RLL+0.5W90 ®
Yes
Y
DL
1.2
RLL
1.6
WLZ+R
0.5
58 1.2D+1.6RLL+0.5W180 ®
Yes
Y
DL
1.2
RLL
1.6
WLX-R
0.5
59 1.2D+1.6RLL+0.5W270 ®
Yes
Y
DL
1.2
RLL
1.6
WLZ-R
0.5
1.2D+0.5W0 ®
Yes
Y
DL
1.2
WLX+R
0.5
1.2D+0.5W90 ®
Yes
Y
DL
1.2
WLZ+R
0.5
1.2D+0.5W180 ®
Yes
Y
DL
1.2
WLX-R
0.5
1.2D+0.5W270 ®
Yes
Y
DL
1.2
WLZ-R
0.5
1.2D+W0+L+0.5S ®
Yes
Y
DL
1.2
WLX+R
LL
SL
0.5
1.2D+W90+L+0.5S ®
Yes
Y
DL
1.2
WLZ+R
LL
SL
0.5
1.2D+W180+L+0.5S ®
Yes
Y
DL
1.2
WLX-R
LL
SL
0.5
1.2D+W270+L+0.5S ®
Yes
Y
DL
1.2
WLZ-R
LL
SL
0.5
1.2D+W0+L+0.5RLL ®
Yes
Y
DL
1.2
WLX+R
LL
RLL
0.5
1.2D+W90+L+0.5RLL ®
Yes
Y
DL
1.2
WLZ+R
LL
RLL
0.5
70 1.2D+W180+L+0.5RLL ®
Yes
Y
DL
1.2
WLX-R
LL
RLL
0.5
71 1.2D+W270+L+0.5RLL ®
Yes
Y
DL
1.2
WLZ-R
LL
RLL
0.5
1.2D+W0+L ®
Yes
Y
DL
1.2
WLX+R
LL
1.2D+W90+L ®
Yes
Y
DL
1.2
WLZ+R
LL
1.2D+W180+L ®
Yes
Y
DL
1.2
WLX-R
LL
1.2D+W270+L ®
Yes
Y
DL
1.2
WLZ-R
LL
0.9D+W0 ®
Yes
Y
DL
0.9
WLX+R
0.9D+W90 ®
Yes
Y
DL
0.9
WLZ+R
0.9D+W180 ®
Yes
Y
DL
0.9
WLX-R
0.9D+W270 ®
Yes
Y
DL
0.9
WLZ-R
Envelope Node Reactions
Node Label
X [lb]
LC
Y [lb]
LC
Z [lb]
LC
MX [lb-ft]
LC
MY [lb-ft]
LC
MZ [lb-ft]
LC
N282
max
1414.449
1543.068
189.851
82.551
56.009
1489.561
min
-197.355
-529.708
-165.954
-101.491
-68.913
-695.281
N279
max
1377.435
1499.519
64.769
17.368
11.852
1476.852
min
-212.185
-521.824
-41.642
-25.806
-17.407
-718.74
N475
max
15.29
876.158
219.369
108.241
88.66
678.289
min
-618.531
-315.951
-156.462
-120.839
-78.699
-927.549
N444
max
1373.053
1494.962
34.44
23.181
15.609
1468.152
min
-225.712
-532.331
-60.469
-9.727
-6.599
-716.256
N257
max
218.571
1629.332
47.592
3.4
13.263
1088.12
min
-1377.402
-620.863
-28.434
-18.468
-2.441
-1756.956
N296
max
165.425
1686.38
74.515
62.722
40.501
1148.188
min
-1420.007
-614.403
-88.144
-55.754
-45.652
-1863.853
N472
max
543.494
914.834
255.473
145.515
98.855
781.135
min
17.407
-379.739
-85.226
-248.034
-168.973
-141.567
N123
max
828.721
3260.229
1.117
4.039
-521.97
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope Node Reactions (Continued)
Node Label
X [lb]
LC
Y [lb]
LC
Z [lb]
LC
MX [lb-ft]
LC
MY [lb-ft]
LC
MZ [lb-ft]
LC
min
-3657.798
-284.631
-0.279
-2.586
-1.296
-1195.477
N167
max
843.542
3263.19
0.473
2.532
2.824
-523.211
min
-3662.137
-294.802
-0.963
-3.261
-9.04
-1195.145
N382
max
1371.963
1515.165
287.215
263.597
178.726
1371.169
min
-111.965
-460.31
-433.369
-122.201
-83.137
-536.814
N402
max
1313.33
1449.71
465.464
246.589
167.695
1265.186
min
-164.33
-512.726
-486.519
-255.497
-173.329
-538.27
N357
max
147.295
1679.717
59.509
45.32
32.386
1074.571
min
-1475.575
-582.825
-58.94
-44.601
-32.873
-1702.85
N224
max
585.137
943.495
273.144
227.009
154.689
766.393
min
-176.109
-415.363
-254.736
-154.222
-104.776
-214.647
N234
max
816.226
1024.128
377.46
249.476
169.94
979.799
min
-100.73
-449.058
-394.065
-245.106
-166.33
-466.769
N237
max
138.271
1356.478
56.321
46.97
57.566
987.635
min
-1102.508
-513.631
-30.165
-79.348
-34.271
-1536.651
N329
max
1200.944
1496.394
469.806
94.913
64.589
1242.899
min
-39.943
-553.484
-411.396
-208.804
-141.516
-461.231
N386
max
110.183
1686.759
54.572
59.564
46.35
1342.191
min
-1376.324
-616.754
-57.33
-63.75
-43.288
-2116.457
N332
max
1372.156
1515.383
431.028
122.991
83.674
1369.022
min
-108.326
-460.109
-289.033
-262.662
-178.096
-542.094
N391
max
106.142
1647.517
69.233
53.731
45.159
1238.76
min
-1411.989
-589.119
-46.385
-62.179
-38.958
-1901.12
N286
max
89.517
1771.051
18.308
31.419
15.602
1800.659
min
-1313.538
-645.067
3.953
-21.431
-22.87
-2493.612
N341
max
105.58
1646.427
46.728
61.937
39.081
1240.156
min
-1410.944
-586.979
-68.748
-53.899
-44.982
-1900.212
N478
max
175.057
548.666
224.907
16.906
11.523
265.31
min
-22.014
-134.169
-34.457
-102.358
-70.053
-39.956
N394
max
1200.218
1496.329
409.867
209.313
141.855
1249.54
min
-43.317
-555.603
-472.159
-94.6
-64.378
-436.011
N399
max
1106.584
1605.209
340.072
119.278
81.207
1218.153
min
-17.649
-645.346
-403.374
-90.919
-61.618
-478.642
N436
max
123.001
1348.816
30.817
79.008
34.543
987.774
min
-1093.56
-513.765
-55.734
-47.339
-57.315
-1533.614
N441
max
204.127
1676.143
69.509
38.446
23.654
1092.392
min
-1423.602
-626.171
-66.449
-32.413
-27.919
-1792.277
N14
max
199.355
524.208
250.365
106.754
72.965
278.148
min
-5.35
-287.785
-526.014
-101.314
-68.932
-90.895
N352
max
1531.249
1659.027
47.076
54.644
37.051
1555.693
min
-116.513
-447.667
-89.216
-23.348
-15.879
-614.376
N336
max
176.045
1700.089
22.597
16.441
11.559
1028.068
min
-1514.286
-590.117
-24.808
-15.918
-11.936
-1654.248
N291
max
207.611
1679.697
65.882
32.855
27.333
1101.11
min
-1427.814
-625.415
-69.857
-37.636
-23.972
-1793.189
N76
max
1351.986
1341.904
12.509
29.296
40.746
2397.238
min
-554.614
-187.003
-5.049
-23.317
-94.624
-100.828
N77
max
553.99
1484.75
6.812
26.58
67.24
-567.963
min
-1287.63
-50.939
-1.84
-19.457
-24.393
-1047.024
N217
max
14.112
885.637
156.472
118.613
79.716
734.046
min
-626.621
-320.416
-219.55
-109.641
-87.043
-923.804
N249
max
1263.346
1397.857
125.383
67.696
46.029
1387.246
min
-193.301
-500.02
-70.557
-101.54
-68.886
-707.134
N166
max
3435.548
2918.582
0.344
8.429
7.942
4846.796
min
-1223.638
-704.701
-0.878
-2.939
1.223
-926.62
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope Node Reactions (Continued)
Node Label
X [lb]
LC
Y [lb]
LC
Z [lb]
LC
MX [lb-ft]
LC
MY [lb-ft]
LC
MZ [lb-ft]
LC
N346
max
146.725
1679.239
59.25
44.237
33.088
1073.071
min
-1474.666
-582.372
-58.971
-45.617
-32.122
-1703.46
N349
max
1531.288
1659.054
87.434
24.49
16.656
1555.52
min
-116.296
-448.011
-48.654
-53.629
-36.365
-616.828
N252
max
193.217
1523.871
31.545
18.477
34.881
1054.184
min
-1267.475
-583.516
-8.024
-48.128
-13.403
-1681.864
N379
max
1476.14
1618.163
150.663
165.268
112.057
1505.763
min
-117.807
-447.961
-267.807
-70.73
-48.11
-589.885
N307
max
85.884
1729.71
-7.762
39.281
15.62
1650.299
min
-1337.899
-627.517
-40.474
-21.642
-28.519
-2311.364
N300
max
114.447
1688.209
56.663
64.429
42.527
1337.472
min
-1378.146
-619.847
-54.982
-58.514
-46.841
-2115.915
N400
max
87.136
1771.767
-4.824
22.241
22.346
1798.279
min
-1312.482
-645.939
-21.236
-30.695
-16.188
-2497.229
N452
max
1064.522
1231.275
222.149
183.535
124.503
1208.258
min
-134.03
-433.535
-254.266
-160.696
-109.517
-568.292
N429
max
1398.061
1525.095
320.582
177.006
120.31
1422.545
min
-198.718
-534.941
-322.558
-177.275
-120.262
-657.578
N432
max
1411.051
1539.495
169.261
99.509
67.566
1484.006
min
-211.085
-543.725
-186.557
-84.815
-57.553
-708.799
N446
max
206.536
1624.503
28.317
18.867
0.393
1078.125
min
-1371.849
-622.523
-47.811
-0.591
-13.549
-1755.353
N449
max
1258.817
1392.836
76.238
97.414
66.078
1376.586
min
-199.44
-496.441
-118.265
-70.856
-48.176
-676.61
N457
max
62.565
1142.477
80.732
96.085
54.595
897.395
min
-880.272
-423.469
-77.483
-74.233
-69.823
-1310.445
N396
max
84.958
1731.376
40.025
21.739
28.382
1647.717
min
-1338.083
-630.765
7.758
-39.091
-15.689
-2315.273
N51
max
707.466
1522.226
1.64
18.034
23.934
-561.613
min
-1338.077
-128.271
-6.913
-27.4
-67.615
-1051.7
N302
max
1107.808
1605.848
404.581
90.226
61.141
1209.311
min
-12.005
-657.316
-338.783
-119.795
-81.558
-508.941
N122
max
3439.262
2921.674
1.08
2.175
1.35
4850.205
min
-1208.699
-699.422
-0.655
-10.019
-9.081
-912.151
N299
max
1315.396
1451.115
488.811
253.816
172.182
1262.271
min
-154.954
-503.757
-463.008
-247.881
-168.572
-541.429
N350
max
175.862
1699.967
25.1
15.531
12.133
1029.925
min
-1513.959
-590.141
-22.038
-16.712
-11.278
-1654.619
N27
max
1356.541
1346.443
7.899
24.837
100.01
2403.271
min
-865.939
-453.563
-13.304
-35.506
-46.352
-542.996
N480
max
6.114
518.478
112.655
58.408
54.959
150.824
min
-241.999
-184.975
-62.043
-74.423
-42.463
-273.169
N227
max
74.166
1150.428
77.881
73.802
70.063
918.652
min
-890.719
-423.476
-80.031
-96.414
-54.281
-1312.51
N17
max
14.306
518.906
62.532
72.313
43.446
192.879
min
-250.133
-187.709
-112.42
-59.77
-53.436
-267.283
N294
max
1400.775
1527.539
325.257
175.314
118.924
1424.544
min
-186.117
-523.836
-317.835
-178.649
-121.427
-645.739
N407
max
165.311
1683.803
87.675
56.707
45.252
1144.067
min
-1416.946
-613.117
-75.31
-62.169
-41.191
-1863.257
N344
max
1476.243
1618.26
265.809
71.794
48.834
1505.15
min
-116.528
-448.61
-152.362
-164.254
-111.373
-596.551
N248
max
1069.008
1235.473
263.366
157.188
107.137
1218.102
min
-150.674
-461.716
-215.028
-188.292
-127.738
-638.096
N450
max
178.472
1517.509
8.553
48.176
13.194
1047.857
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope Node Reactions (Continued)
Node Label
X [lb]
LC
Y [lb]
LC
Z [lb]
LC
MX [lb-ft]
LC
MY [lb-ft]
LC
MZ [lb-ft]
LC
min
-1260.274
-584.824
-31.264
-18.186
-34.911
-1679.335
N470
max
811.141
1025.648
395.692
241.823
164.097
980.627
min
-43.646
-365.429
-370.49
-250.973
-170.951
-339.445
N171
max
6152.956
10188.812
76.491
min
-4182.993
-1099.656
-78.055
N29
max
2491.06
3753.168
1211.608
min
-2642.237
-2132.009
-1090.888
N127
max
6169.153
10399.818
83.404
min
-4162.98
-1839.335
-120.275
N81
max
2534.482
3239.729
101.438
min
-1845.487
-809.907
-14.755
N8
max
387.573
2513.359
1039.03
1449.076
515.579
135.791
min
-255.889
-1228.774
-926.971
-4119.18
-616.232
-57.907
N35
max
87.178
1112.937
527.167
1310.332
420.744
72.364
min
-258.493
-440.08
-240.232
-2344.558
-654.341
-96.257
N6
max
187.268
2095.817
1046.891
1026.947
294.63
90.174
min
-307.103
-409.996
-709.481
-3794.781
-528.367
-112.63
N9
max
431.475
2490.628
637.437
4145.243
623.211
132.685
min
-275.036
-709.273
-920.595
-1247.703
-615.926
-106.052
N22
max
320.383
1772.36
2401.478
2595.551
417.116
104.794
min
-253.655
-1157.465
-1872.209
-1619.182
-505.819
-88.946
N64
max
209.943
2157.932
716.576
3882.011
526.753
112.254
min
-305.444
-555.772
-1058.512
-1243.577
-345.967
-107.721
N7
max
182.503
1493.685
1042.094
479.691
179.901
106.169
min
-251.89
-725.223
-590.848
-2031.748
-272.649
-145.421
N23
max
172.389
1486.879
1486.988
681.221
258.867
106.329
min
-62.045
-233.606
-801.766
-2528.907
-227.293
-53.437
N32
max
196.196
1954.327
547.31
2220.561
275.984
106.851
min
-265.072
-751.78
-1163.423
-529.921
-213.908
-144.846
N34
max
74.244
1123.432
241.646
2348.455
669.434
71.233
min
-295.624
-493.197
-526.228
-1307.152
-404.188
-97.939
Totals:
max
18041.701
139968.695
4933.448
min
-17561.299
-33696.629
-4897.318
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCphi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft] Cb
Eqn
M424
C12X20.7
0.387
267.40158
0.01
267.401 z 4 12195.517 196992
7437.645
58655.841
2.944H1-1a
M412
C12X20.7
0.385
267.40158
0.009
267.401 z 4 12195.517 196992
7437.645
56444.803
2.833H1-1a
M455
C12X20.7
0.282
45.609 37
0.072
45.609 z 5230749.384 196992
7437.645
2.048H1-1a
M456
C12X20.7
0.279
45.609 37
0.086
45.609 z 3730749.384 196992
7437.645
2.106H1-1a
M461 10"X1/4"PLATE
0.254
0.005
7.917 z 2329416.038
421.875
H1-1b
M460 10"X1/4"PLATE
0.179
0.005
7.917 z 2329416.038
421.875
H1-1b
M472 10"X1/4"PLATE
0.163
0.01
7.917 y 2829416.038
421.875
H1-1b
M466 10"X1/4"PLATE
0.155
0.004
7.917 y 2729416.038
421.875
H1-1b
M454
C12X20.7
0.137
54.656 37
0.084
54.656 z 2787395.738 196992
7437.645
1.9 H1-1b
M448
HSS8X8X4
0.123
21.9 37
0.032
y 37257409.08 293940
66287.772
66287.772
1.058H1-1b
M457
C12X20.7
0.121
54.656 38
0.099
54.656 z 3787395.738 196992
7437.645
2.812H1-1b
M463 10"X1/4"PLATE
0.114
5.031 23
0.013
z 2349361.791
421.875
H1-1b
M465 10"X1/4"PLATE
0.112
0.004
7.917 y 2329416.038
421.875
H1-1b
M471 10"X1/4"PLATE
0.109
0.007
7.917 y 2829416.038
421.875
H1-1b
M478 10"X1/4"PLATE
0.109
5.031 27
0.023
y 2849361.791
421.875
H1-1b
M480 10"X1/4"PLATE
0.105
0.014
7.917 y 2229416.038
421.875
H1-1b
M453
HSS8X8X4
0.103
70.08 37
0.027
140.161 y 36257409.08 293940
66287.772
66287.772
1.014H1-1b
M486
HSS4X4X4
0.092
149.48623
0.01
12.457 z 2372875.084 139518
16180.5
16180.5
H1-1b
M469 10"X1/4"PLATE
0.089
5.031 28
0.011
y 2749361.791
421.875
H1-1b
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued)
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCphi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft] Cb
Eqn
M489
HSS4X4X4
0.081
78.422 27
0.015
1.634 y 32116682.094 139518
16180.5
16180.5
2.551H1-1b
M487
HSS4X4X4
0.08
149.48628
0.011
149.486 y 2872875.084 139518
16180.5
16180.5
H1-1b
M450 10"X0.625"PLATE
0.072
0.122
y 38172261.933 202500
2636.719
42187.5
2.691H1-1b
M488
HSS4X4X4
0.072
78.422 37
0.012
1.634 y 28116682.094 139518
16180.5
16180.5
2.6 H1-1b
M474 10"X1/4"PLATE
0.066
5.031 38
0.034
y 2249361.791
421.875
H1-1b
M473 10"X1/4"PLATE
0.063
0.01
7.917 y 2229416.038
421.875
H1-1b
M449 10"X0.625"PLATE
0.057
0.13
y 37172261.933 202500
2636.719
42187.5
H1-1b
M500
L3X3X6
0.057
46.495 26
0.004
46.495 y 2318607.732
2307.398
4787.632
1.233 H2-1
M146
SR.875
0.056
147.94152
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M111
SR.875
0.055
147.94152
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M145
SR.875
0.055
147.94152
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M112
SR.875
0.055
147.94152
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M451 10"X0.625"PLATE
0.054
0.099
y 37172261.933 202500
2636.719
42187.5
2.973H1-1b
M514
W8X31
0.053
0.029
y 37348068.617 410850
52791.334
113877.375 1.962H1-1b
M513
W8X31
0.052
0.029
y 37348068.617 410850
52791.334
113877.375 1.964H1-1b
M509
W8X31
0.049
33.903 37
0.032
61.994 y 37351648.588 410850
52791.334
113877.375 1.219H1-1b
M512
W8X31
0.048
33.903 37
0.032
31.966 y 37351648.588 410850
52791.334
113877.375 1.22 H1-1b
M499
L3X3X6
0.048
53.666 23
0.002
53.666 y 4 13967.61
2307.398
4475.362
1.068 H2-1
M98
SR.875
0.047
147.65852
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M452 10"X0.625"PLATE
0.047
0.102
y 37172261.933 202500
2636.719
42187.5
2.963H1-1b
M117
SR.875
0.047
147.65852
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M501
L3X3X6
0.045
0.002
y 2317459.512
2307.398
4669.554
1.136 H2-1
M132
SR.875
0.045
147.65852
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M83
SR.875
0.045
147.65852
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M497
L3X3X6
0.044
53.666 23
0.002
53.666 y 24 13967.61
2307.398
4538.655
1.128 H2-1
M508
L3X3X6
0.043
51.234 4
0.003
104.649 y 23 14692.93
2307.398
4575.104
1.136 H2-1
M507
L3X3X6
0.042
51.234 4
0.003
104.649 y 23 14692.93
2307.398
4575.104
1.136 H2-1
M502
L3X3X6
0.042
46.495 26
0.004
46.495 y 2318607.732
2307.398
4829.551
1.286 H2-1
M494
L3X3X6
0.04
0.002
y 1 17459.512
2307.398
4669.554
1.136 H2-1
M492
L3X3X6
0.038
0.002
y 2317459.512
2307.398
4669.554
1.136 H2-1
M490
L3X3X6
0.037
0.002
y 2317459.512
2307.398
4669.554
1.136 H2-1
M495
L3X3X6
0.037
0.002
y 1 17459.512
2307.398
4669.554
1.136 H2-1
M491
L3X3X6
0.036
46.495 1
0.003
92.991 y 2318607.732
2307.398
4703.407
1.136 H2-1
M493
L3X3X6
0.036
46.495 1
0.003
92.991 y 2318607.732
2307.398
4703.407
1.136 H2-1
M498
L3X3X6
0.033
53.666 29
0.002
53.666 y 27 13967.61
2307.398
4469.048
1.062 H2-1
M496
L3X3X6
0.032
53.666 29
0.002
53.666 y 24 13967.61
2307.398
4445.212
1.041 H2-1
M128
SR.875
0.03
94.34 4
94.34
68 730.379 19482.783
284.124
284.124
H1-1b*
M94
SR.875
0.03
94.34 4
94.34
68 730.379 19482.783
284.124
284.124
H1-1b*
M25
SR.875
0.029
147.94118
0.001
29 297.005 19482.783
284.124
284.124
H1-1b*
M28
SR.875
0.025
147.94118
0.001
29 297.005 19482.783
284.124
284.124
H1-1b*
M60
SR.875
0.022
94.34 56
94.34
68 730.379 19482.783
284.124
284.124
H1-1b*
M12
SR.875
0.022
94.34 56
94.34
68 730.379 19482.783
284.124
284.124
H1-1b*
M505
L3X3X6
0.022
27.091 22
0.001
55.334 y 1 42408.041
2307.398
5185.582
1.136 H2-1
M59
SR.875
0.022
147.941 1
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M37
SR.875
0.021
147.941 1
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M506
L3X3X6
0.021
27.091 28
0.001
55.334 y 2342408.041
2307.398
5185.582
1.136 H2-1
M78
SR.875
0.021
147.94164
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M77
SR.875
0.021
147.94152
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M76
SR.875
0.021
147.941 1
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M38
SR.875
0.021
147.941 1
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M503
L3X3X6
0.019
27.091 24
0.001
55.334 y 2942408.041
2307.398
5185.582
1.136 H2-1
M144
SR.875
0.018
147.94128
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M93
SR.875
0.018
147.94128
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M127
SR.875
0.018
147.94128
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
M110
SR.875
0.018
147.94128
0.001
147.941
1 297.005 19482.783
284.124
284.124
H1-1b*
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued)
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCphi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-ft] phi*Mn z-z [lb-ft] Cb
Eqn
M26
SR.875
0.018
147.658 6
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M504
L3X3X6
0.017
27.667 24
0.001
55.334 y 1 42408.041
2307.398
5185.582
1.136 H2-1
M23
SR.875
0.016
147.658 6
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M49
SR.875
0.016
147.65852
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M67
SR.875
0.015
147.658 1
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M74
SR.875
0.015
147.658 1
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M34
SR.875
0.015
147.658 1
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M30
SR.875
0.015
147.658 1
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M64
SR.875
0.014
147.65852
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M135
SR.875
0.013
147.65828
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M142
SR.875
0.013
147.65828
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M108
SR.875
0.013
147.65828
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M101
SR.875
0.013
147.65828
0.002
1 298.144 19482.783
284.124
284.124
H1-1b*
M136
P7X1
0.012
0.001
50.252 y 5 52184.737 315000
6562.5
45937.5
1.563H1-1b*
M103
P7X1
0.012
0.001
50.252 y 5 52184.737 315000
6562.5
45937.5
1.567H1-1b*
M137
P7X1
0.012
0.001
50.252 y 5 52184.737 315000
6562.5
45937.5
1.719H1-1b*
M102
P7X1
0.012
0.001
50.252 y 5 52184.737 315000
6562.5
45937.5
1.718H1-1b*
M511
W8X31
0.01
0.004
y 23348068.617 410850
52791.334
113877.375 1.661H1-1b
M24
P7X1
0.009
50.252 26
0.003
y 2752184.737 315000
6562.5
45937.5
1.833H1-1b
M510
W8X31
0.007
0.004
y 23348068.617 410850
52791.334
113877.375 1.717H1-1b
M27
P7X1
0.007
50.252 26
0.002
y 2752184.737 315000
6562.5
45937.5
1.528H1-1b
M68
P7X1
0.004
0.001
y 7252184.737 315000
6562.5
45937.5
2.728H1-1b*
M121
P7X1
0.004
50.252 64
50.252 y 5252184.737 315000
6562.5
45937.5
1.635H1-1b
M107
P7X1
0.004
50.252 64
50.252 y 5252184.737 315000
6562.5
45937.5
1.636H1-1b
M141
P7X1
0.004
50.252 64
50.252 y 5252184.737 315000
6562.5
45937.5
1.632H1-1b
M87
P7X1
0.004
50.252 64
50.252 y 5252184.737 315000
6562.5
45937.5
1.63 H1-1b
M69
P7X1
0.004
0.001
y 2752184.737 315000
6562.5
45937.5
1.783H1-1b*
M53
P7X1
0.004
0.001
y 5852184.737 315000
6562.5
45937.5
1.489H1-1b*
M39
P7X1
0.004
0.001
y 5852184.737 315000
6562.5
45937.5
1.493H1-1b*
M40
P7X1
0.004
0.001
50.252 y 4 52184.737 315000
6562.5
45937.5
1.557H1-1b*
M73
P7X1
0.003
0.001
50.252 y 4 52184.737 315000
6562.5
45937.5
1.664H1-1b*
M42
1"S.R
0.002
176.66232
0.002
32 355.321 25446.895
424.112
424.112
H1-1b*
M41
1"S.R
0.001
176.66232
0.002
32 355.321 25446.895
424.112
424.112
H1-1b*
M51
1"S.R
176.66279
176.662
79 355.321 25446.895
424.112
424.112
H1-1a
M55
1"S.R
176.66279
176.662
79 355.321 25446.895
424.112
424.112
H1-1a
M85
1"S.R
176.66279
176.662
79 355.321 25446.895
424.112
424.112
H1-1a
111 M89
1"S.R
176.66279
176.662
79 355.321 25446.895
424.112
424.112
H1-1a
112 M119
1"S.R
176.66279
176.662
79 355.321 25446.895
424.112
424.112
H1-1a
113 M123
1"S.R
176.66279
176.662
79 355.321 25446.895
424.112
424.112
H1-1a
114 M515
W8X31
0.001
y 1 406613.824 410850
52791.334
113877.375 2.383H1-1b*
115 M516
W8X31
0.001
y 1 406613.824 410850
52791.334
113877.375 2.383H1-1b*
Envelope AWC NDS-18 / SDPWS-21 LRFD Member Wood Code Checks
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCFc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB
CL
CP Eqn
M96
2-3X13.5FS
0.288
321.70456
0.233
321.704 y 56 1.729 1.312
1.942
2.332
0.389 2.962 0.9990.5933.9-3
M130
2-3X13.5FS
0.286
321.70456
0.237
321.704 y 56 1.729 1.312
1.942
2.332
0.389 2.962 0.9990.5933.9-3
M84
5.75X5.75FS
0.234
156.14754
0.154
139.882 y 7 2.149 1.782
2.591
2.591
0.367 1.701
0.9953.9-3
M118 5.75X5.75FS
0.233
156.14754
0.151
139.882 y 54 2.149 1.782
2.591
2.591
0.367 1.701
0.9953.9-3
M148 5.75X5.75FS
0.183
0.276
y 7 2.158 1.782
2.591
2.591
0.367 1.047
0.9993.9-3
M114 5.75X5.75FS
0.177
0.286
y 7 2.158 1.782
2.591
2.591
0.367 1.047
0.9993.9-1
M16
5.75X5.75FS
0.176
156.147 5
0.105
156.147 z 56 2.149 1.782
2.591
2.591
0.367 1.701
0.9953.9-1
M44
5.75X5.75FS
0.175
110.85 52
0.121
110.85 z 52 2.149 1.782
2.591
2.591
0.367 1.706
0.9953.9-1
M50
5.75X5.75FS
0.172
156.147 5
0.105
156.147 z 56 2.149 1.782
2.591
2.591
0.367 1.701
0.9953.9-1
M1
8X10FS
0.171
0.191
174.25 z 54 2.154 1.782
2.59
2.591
0.367 1.628
0.9973.9-3
M80
5.75X5.75FS
0.171
110.85 52
0.122
110.85 z 52 2.149 1.782
2.591
2.591
0.367 1.706
0.9953.9-3
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope AWC NDS-18 / SDPWS-21 LRFD Member Wood Code Checks (Continued)
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCFc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB
CL
CP Eqn
M43
8X10FS
0.156
0.178
174.25 y 52 2.154 1.782
2.59
2.591
0.367 1.628
0.9973.9-3
M113
2X9.5FS
0.137
0.017
84.677 y 5 0.415 1.604
2.294
2.375
0.389 14.1720.9660.1283.6.3
M147
2X9.5FS
0.132
0.017
84.677 y 5 0.415 1.604
2.294
2.375
0.389 14.1720.9660.1283.6.3
M82
2X9.5FS
0.12
0.02
y 19 0.413 1.604
2.294
2.375
0.389 14.1890.9660.1273.9-1
M17
8X10FS
0.118
317.75 72
0.482
317.75 y 58 2.159 1.782
2.59
2.591
0.367 0.989
3.9-1
M116
2X9.5FS
0.114
0.019
y 37 0.413 1.604
2.294
2.375
0.389 14.1890.9660.1273.9-1
M10
8X10FS
0.1
0.143
317.75 y 56 2.154 1.782
2.59
2.591
0.367 1.628
0.9973.9-3
M18
8X10FS
0.1
0.08
y 58 2.154 1.782
2.59
2.591
0.367 1.628
0.9973.9-3
M95
7.75X11.75FS
0.099
0.093
y 52 1.997 1.458
2.914
2.157
0.367 1.145
3.9-3
M129 7.75X11.75FS
0.097
0.092
y 52 1.997 1.458
2.914
2.157
0.367 1.145
3.9-3
M13
2-3X13.5FS
0.088
0.074
321.704 y 56 1.728 1.312
1.942
2.332
0.389 2.986 0.9990.5933.9-3
M62
2-3X13.5FS
0.087
0.072
321.704 y 56 1.728 1.312
1.942
2.332
0.389 2.986 0.9990.5933.9-3
M267 1.75X9.75FS
0.081
0.055
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M251 1.75X9.75FS
0.081
0.055
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M260 1.75X9.75FS
0.081
0.055
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M275 1.75X9.75FS
0.08
0.055
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M88
7.5X12FS
0.08
39.881 4
0.08
y 5 1.068 1.458
2.897
2.157
0.367 5.959 0.9940.5353.9-3
M122
7.5X12FS
0.079
39.881 4
0.082
y 5 1.068 1.458
2.897
2.157
0.367 5.959 0.9940.5353.9-3
M158
2X9.5FS
0.076
165.396 4
0.014
165.396 y 37 0.434 1.604
2.297
2.375
0.389 14.0120.9670.1343.9-1
M151
2X9.5FS
0.074
165.396 4
0.014
165.396 y 37 0.433 1.604
2.297
2.375
0.389 14.0140.9670.1343.9-1
M115
2X9.5FS
0.061
36.298 52
0.012
145.192 y 56 0.299 1.604
2.269
2.375
0.389 15.4110.9550.0923.9-1
M149
2X9.5FS
0.06
34.786 52
0.012
145.192 y 56 0.299 1.604
2.269
2.375
0.389 15.4110.9550.0923.9-1
M160
2X9.5FS
0.056
0.027
y 4 0.433 1.604
2.297
2.85
0.389 14.0180.9670.1343.9-1
M156
2X9.5FS
0.056
0.027
y 4 0.433 1.604
2.297
2.85
0.389 14.0180.9670.1343.9-1
M29
7.75X11.75FS
0.055
0.071
y 13 1.997 1.458
2.914
2.157
0.367 1.145
3.9-3
M61
7.75X11.75FS
0.053
0.048
y 56 1.997 1.458
2.914
2.157
0.367 1.145
3.9-3
M159
2X9.5FS
0.052
165.46556
0.017
y 5 0.433 1.604
2.297
2.375
0.389 14.0170.9670.1343.9-1
M152
2X9.5FS
0.052
165.47256
0.017
y 5 0.433 1.604
2.297
2.375
0.389 14.0180.9670.1343.9-1
M97
7.5X12FS
0.051
0.013
166.655 y 56 1.066 1.458
2.897
2.157
0.367 5.963 0.9940.5343.6.3
M131
7.5X12FS
0.051
0.013
166.655 y 56 1.066 1.458
2.897
2.157
0.367 5.963 0.9940.5343.6.3
M253 1.75X9.75FS
0.05
0.032
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M293 1.75X9.75FS
0.05
0.032
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M150
2X9.5FS
0.049
0.015
84.431 y 7 0.433 1.604
2.297
2.85
0.389 14.0190.9670.1343.6.3
M47
2X9.5FS
0.048
0.011
84.677 y 7 0.415 1.604
2.294
2.85
0.389 14.17 0.9660.1283.6.3
M120 7.75X11.75FS
0.047
294.40152
0.025
294.401 y 1 1.997 1.458
2.914
2.157
0.367 1.287
0.9993.9-3
M86
7.75X11.75FS
0.047
294.40152
0.025
294.401 y 1 1.997 1.458
2.914
2.157
0.367 1.287
0.9993.9-3
M46
2X9.5FS
0.046
0.014
y 52 0.413 1.604
2.294
2.375
0.389 14.1880.9660.1283.9-1
M155
2X9.5FS
0.046
0.017
165.396 y 37 0.433 1.604
2.297
2.85
0.389 14.0170.9670.1343.9-1
M154
2X9.5FS
0.043
0.017
165.396 y 37 0.433 1.604
2.297
2.85
0.389 14.0170.9670.1343.9-1
M79
2X9.5FS
0.043
0.01
84.677 y 54 0.415 1.604
2.294
2.85
0.389 14.1720.9660.1283.6.3
M48
2X9.5FS
0.041
0.014
y 52 0.413 1.604
2.294
2.375
0.389 14.1890.9660.1273.9-1
M195 1.75X9.75FS
0.037
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M213 1.75X9.75FS
0.037
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M343 1.75X9.75FS
0.036
137.62731
0.007
287.222 y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M198 1.75X9.75FS
0.036
137.62731
0.007
140.619 y 27 3.24
1.604
2.375
2.375
0.389
3.9-1
M336 1.75X9.75FS
0.036
137.62731
0.008
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M216 1.75X9.75FS
0.036
137.62731
0.008
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M333 1.75X9.75FS
0.036
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M340 1.75X9.75FS
0.036
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M188 1.75X9.75FS
0.035
145.19833
0.009
145.198 y 27 3.24
1.604
2.375
2.375
0.389
3.9-1
M220 1.75X9.75FS
0.035
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M335 1.75X9.75FS
0.035
83.186 31
0.011
145.198 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M250 1.75X9.75FS
0.035
145.19858
0.009
145.198 y 1
3.24
1.604
2.375
2.375
0.389
3.9-3
M272 1.75X9.75FS
0.035
145.19858
0.009
145.198 y 1
3.24
1.604
2.375
2.375
0.389
3.9-3
M215 1.75X9.75FS
0.035
83.186 31
0.011
145.198 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope AWC NDS-18 / SDPWS-21 LRFD Member Wood Code Checks (Continued)
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCFc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB
CL
CP Eqn
M342 1.75X9.75FS
0.035
80.162 31
0.011
145.198 y 5
3.24
1.604
2.375
2.375
0.389
3.9-1
M315 1.75X9.75FS
0.035
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M197 1.75X9.75FS
0.035
81.674 33
0.011
145.198 y 5
3.24
1.604
2.375
2.375
0.389
3.9-1
M347 1.75X9.75FS
0.035
145.19833
0.009
145.198 y 27 3.24
1.604
2.375
2.375
0.389
3.9-1
M348 1.75X9.75FS
0.034
137.62731
0.009
140.619 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
M262 1.75X9.75FS
0.034
145.19858
0.01
y 72 3.24
1.604
2.375
2.375
0.389
3.9-3
M277 1.75X9.75FS
0.034
145.19858
0.01
y 72 3.24
1.604
2.375
2.375
0.389
3.9-3
M318 1.75X9.75FS
0.034
137.62731
0.009
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M223 1.75X9.75FS
0.034
137.62733
0.009
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M191 1.75X9.75FS
0.034
137.62731
0.009
140.619 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
M54
7.5X12FS
0.034
166.45966
0.031
166.459 y 4 1.068 1.458
2.897
2.157
0.367 5.959 0.9940.5353.9-1
M255 1.75X9.75FS
0.033
145.19858
0.011
y 72 3.24
1.604
2.375
2.375
0.389
3.9-3
M295 1.75X9.75FS
0.033
145.19858
0.011
y 72 3.24
1.604
2.375
2.375
0.389
3.9-3
M246 1.75X9.75FS
0.033
137.62731
0.007
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M268 1.75X9.75FS
0.033
137.62731
0.007
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M222 1.75X9.75FS
0.033
84.699 33
0.012
145.198 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M227 1.75X9.75FS
0.033
145.19833
0.008
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M317 1.75X9.75FS
0.033
83.186 33
0.012
145.198 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M330 1.75X9.75FS
0.033
81.674 31
0.012
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
M14
7.5X12FS
0.033
166.45966
0.031
166.459 y 4 1.068 1.458
2.897
2.157
0.367 5.959 0.9940.5353.9-1
M190 1.75X9.75FS
0.033
81.674 33
0.012
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
M312 1.75X9.75FS
0.033
145.19858
0.012
145.198 y 58 3.24
1.604
2.375
2.85
0.389
3.9-3
M210 1.75X9.75FS
0.032
145.19858
0.012
145.198 y 58 3.24
1.604
2.375
2.85
0.389
3.9-3
M291 1.75X9.75FS
0.032
145.19833
0.008
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
M179 1.75X9.75FS
0.032
145.19829
0.01
145.198 y 19 3.24
1.604
2.375
2.375
0.389
3.9-1
M278 1.75X9.75FS
0.032
137.62731
0.008
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M263 1.75X9.75FS
0.032
137.62731
0.008
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M228 1.75X9.75FS
0.032
137.62733
0.009
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M286 1.75X9.75FS
0.032
137.62731
0.009
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
M33
7.75X11.75FS
0.032
294.40129
0.029
294.401 y 58 1.997 1.458
2.914
2.157
0.367 1.287
0.9993.9-1
M331 1.75X9.75FS
0.031
145.19829
0.01
145.198 y 19 3.24
1.604
2.375
2.375
0.389
3.9-1
M52
7.75X11.75FS
0.031
294.40127
0.029
294.401 y 58 1.997 1.458
2.914
2.157
0.367 1.287
0.9993.9-1
M45
2X9.5FS
0.03
145.19256
0.011
145.192 y 4 0.299 1.604
2.269
2.85
0.389 15.4110.9550.0923.9-1
100 M182 1.75X9.75FS
0.03
137.62733
0.011
140.619 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
101 M326 1.75X9.75FS
0.03
137.62731
0.011
140.619 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
102 M296 1.75X9.75FS
0.03
137.62733
0.009
137.627 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
103 M256 1.75X9.75FS
0.03
137.62731
0.009
137.627 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
104 M308 1.75X9.75FS
0.03
137.62731
0.009
137.627 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
105 M238 1.75X9.75FS
0.03
137.62731
0.01
137.627 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
106 M206 1.75X9.75FS
0.029
137.62731
0.009
y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
107 M303 1.75X9.75FS
0.029
137.62731
0.01
137.627 y 72 3.24
1.604
2.375
2.375
0.389
3.9-1
M81
2X9.5FS
0.029
145.19256
0.011
145.192 y 4 0.299 1.604
2.269
2.85
0.389 15.4110.9550.0923.9-1
109 M237 1.75X9.75FS
0.029
145.19858
0.01
145.198 y 1
3.24
1.604
2.375
2.375
0.389
3.9-3
110 M302 1.75X9.75FS
0.029
145.19858
0.011
145.198 y 1
3.24
1.604
2.375
2.375
0.389
3.9-3
111 M171 1.75X9.75FS
0.028
145.19829
0.011
145.198 y 19 3.24
1.604
2.375
2.375
0.389
3.9-1
112 M194 1.75X9.75FS
0.028
191.77931
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
113 M181 1.75X9.75FS
0.028
81.674 33
0.014
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
114 M352 1.75X9.75FS
0.028
81.674 31
0.014
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
115 M211 1.75X9.75FS
0.028
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
116 M185 1.75X9.75FS
0.027
191.77931
0.01
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
117 M203 1.75X9.75FS
0.027
191.77931
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
118 M235 1.75X9.75FS
0.027
145.19833
0.008
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
119 M307 1.75X9.75FS
0.027
145.19833
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
120 M270 1.75X9.75FS
0.027
317.42854
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-3
121 M266 1.75X9.75FS
0.027
317.42854
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-3
Company
Designer
Job Number
Model Name
:
:
:
:
Albul Engineering, LLC
dalbul
35661.GTW.RTP.G418900.0
14652291 Croton on Hudson
Checked By : __________
RISA-3D Version 22
[ 14652291 Croton on Hudson.rt3 ]
Envelope AWC NDS-18 / SDPWS-21 LRFD Member Wood Code Checks (Continued)
Member
Shape
Code Check Loc[in] LCShear Check Loc[in] DirLCFc' [ksi]Ft' [ksi]Fb1' [ksi]Fb2' [ksi]Fv' [ksi] RB
CL
CP Eqn
122 M259 1.75X9.75FS
0.027
317.42854
0.009
y 1
3.24
1.604
2.375
2.85
0.389
3.9-3
123 M274 1.75X9.75FS
0.027
317.42854
0.009
y 1
3.24
1.604
2.375
2.85
0.389
3.9-3
124 M339 1.75X9.75FS
0.027
191.77933
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
125 M355 1.75X9.75FS
0.027
145.19829
0.01
145.198 y 19 3.24
1.604
2.375
2.375
0.389
3.9-1
126 M323 1.75X9.75FS
0.026
191.77933
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
127 M300 1.75X9.75FS
0.026
145.19833
0.008
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
128 M232 1.75X9.75FS
0.026
145.19858
0.01
145.198 y 58 3.24
1.604
2.375
2.85
0.389
3.9-3
129 M290 1.75X9.75FS
0.026
145.19858
0.01
145.198 y 58 3.24
1.604
2.375
2.85
0.389
3.9-3
130 M230 1.75X9.75FS
0.025
191.77931
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
131 M243 1.75X9.75FS
0.025
317.42854
0.01
y 66 3.24
1.604
2.375
2.85
0.389
3.9-3
132 M283 1.75X9.75FS
0.025
317.42854
0.01
y 66 3.24
1.604
2.375
2.85
0.389
3.9-3
133 M346 1.75X9.75FS
0.025
191.77933
0.01
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
134 M219 1.75X9.75FS
0.025
191.77931
0.009
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
135 M314 1.75X9.75FS
0.025
191.77933
0.009
y 66 3.24
1.604
2.375
2.375
0.389
3.9-1
136 M153
2X9.5FS
0.025
165.465 4
0.018
82.733 y 5 0.433 1.604
2.297
2.85
0.389 14.0170.9670.1343.9-3
137 M306 1.75X9.75FS
0.025
191.77933
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
138 M547
2X9.5FS
0.025
165.465 4
0.017
82.733 y 4 0.433 1.604
2.297
2.85
0.389 14.0170.9670.1343.9-3
139 M178 1.75X9.75FS
0.025
191.77931
0.011
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
140 M234 1.75X9.75FS
0.024
191.77931
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
141 M157
2X9.5FS
0.024
165.39652
0.015
84.421 y 7 0.434 1.604
2.297
2.85
0.389 14.0120.9670.1343.9-3
142 M299 1.75X9.75FS
0.024
191.77931
0.009
y 1
3.24
1.604
2.375
2.375
0.389
3.9-1
143 M174 1.75X9.75FS
0.024
137.62733
0.013
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
144 M357 1.75X9.75FS
0.024
145.19858
0.014
145.198 y 52 3.24
1.604
2.375
2.85
0.389
3.9-3
145 M310 1.75X9.75FS
0.024
188.47329
0.009
y 66 3.24
1.604
2.375
2.375
0.389
3.9-1
146 M226 1.75X9.75FS
0.023
191.77931
0.009
y 66 3.24
1.604
2.375
2.375
0.389
3.9-1
147 M358 1.75X9.75FS
0.023
137.62731
0.013
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
148 M173 1.75X9.75FS
0.023
145.19858
0.014
145.198 y 52 3.24
1.604
2.375
2.85
0.389
3.9-3
149 M350 1.75X9.75FS
0.022
191.77933
0.011
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
150 M163 1.75X9.75FS
0.022
0.01
145.198 y 19 3.24
1.604
2.375
2.85
0.389
3.9-1
M15
7.5X12FS
0.022
166.65556
0.026
166.655 y 56 1.066 1.458
2.897
2.157
0.367 5.963 0.9940.5343.9-3
M63
7.5X12FS
0.022
166.65556
0.026
166.655 y 56 1.066 1.458
2.897
2.157
0.367 5.963 0.9940.5343.9-3
153 M165 1.75X9.75FS
0.022
0.014
145.198 y 52 3.24
1.604
2.375
2.85
0.389
3.9-1
154 M170 1.75X9.75FS
0.021
191.77931
0.012
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
155 M365 1.75X9.75FS
0.02
145.19829
0.009
y 7
3.24
1.604
2.375
2.375
0.389
3.9-1
156 M354 1.75X9.75FS
0.02
0.012
y 56 3.24
1.604
2.375
2.375
0.389
3.9-3
157 M162 1.75X9.75FS
0.02
188.47327
0.012
y 56 3.24
1.604
2.375
2.375
0.389
3.9-1
158 M367 1.75X9.75FS
0.02
0.013
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
159 M362 1.75X9.75FS
0.02
0.012
y 56 3.24
1.604
2.375
2.375
0.389
3.9-3
M2
1.75X9.75FS
0.019
0.012
y 56 3.24
1.604
2.375
2.375
0.389
3.9-3
161 M371 1.75X9.75FS
0.019
0.012
y 56 3.24
1.604
2.375
2.375
0.389
3.9-3
162 M372 1.75X9.75FS
0.017
145.19829
0.009
145.198 y 19 3.24
1.604
2.375
2.375
0.389
3.9-1
M3
1.75X9.75FS
0.016
0.01
145.198 y 19 3.24
1.604
2.375
2.375
0.389
3.9-1
164 M166 1.75X9.75FS
0.016
137.62772
0.014
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-3
165 M368 1.75X9.75FS
0.016
137.62772
0.014
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-3
M4
1.75X9.75FS
0.016
0.013
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
167 M374 1.75X9.75FS
0.015
145.19870
0.013
145.198 y 52 3.24
1.604
2.375
2.375
0.389
3.9-1
M5
1.75X9.75FS
0.013
0.012
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
169 M375 1.75X9.75FS
0.012
0.012
287.222 y 58 3.24
1.604
2.375
2.375
0.389
3.9-1
ASCE Hazards Report
Address:
No Address at This Location
Standard:
ASCE/SEI 7-16
Latitude:
41.208308
Risk Category: III
Longitude: -73.887711
Soil Class:
D - Stiff Soil
Elevation: 118.00327077741687 ft
(NAVD 88)
Wind
Results:
Wind Speed
123 Vmph
10-year MRI
75 Vmph
25-year MRI
84 Vmph
50-year MRI
89 Vmph
100-year MRI
95 Vmph
Data Source:
ASCE/SEI 7-16, Fig. 26.5-1C and Figs. CC.2-1–CC.2-4, and Section 26.5.2
Date Accessed:
Tue Apr 01 2025
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability =
0.000588, MRI = 1,700 years).
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.
https://ascehazardtool.org/
Tue Apr 01 2025
SS :
0.291
S1 :
0.061
Fa :
1.567
Fv :
2.4
SMS
:
0.456
SM1
:
0.147
SDS
:
0.304
SD1
:
0.098
TL :
PGA :
0.18
PGA M :
0.259
FPGA
:
1.441
Ie
:
1.25
Cv :
0.882
Seismic Design Category: B
Design Response Spectrum
S (g) vs T(s)
a
MCE Response Spectrum
R
S (g) vs T(s)
a
Design Vertical Response Spectrum
S (g) vs T(s)
a
MCE Vertical Response Spectrum
R
S (g) vs T(s)
a
Seismic
D - Stiff Soil
Site Soil Class:
Results:
Data Accessed:
Tue Apr 01 2025
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS.
https://ascehazardtool.org/
Tue Apr 01 2025
Ice
Results:
Data Source:
Date Accessed:
Ice Thickness:
1.00 in.
Concurrent Temperature:
15 F
Gust Speed
40 mph
Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8
Tue Apr 01 2025
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds,
for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any
kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or
has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable
sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or
quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,
relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE Hazard Tool.
https://ascehazardtool.org/
Tue Apr 01 2025
Machine-extracted for search and reference — the original PDF is the authoritative version.