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Also attached to this agenda item: 14652291 Croton on Hudson.Roof SA.04-01-25 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

Antenna Mounts Structural Analysis Report Project Number G.T.015.0032 Site Name NWL06362 Site Number SINY008246 FA Number Albul Engineering Project Number 35661.GTW.MSA.R231458.0 Site Data 1 Van Wyck Street, Croton on Hudson, NY, Westchester County Latitude: 41° 12' 29.91", Longitude: -73° 53' 15.76" 55.17-Foot-Tall Building One (1) 10.5-ft Site Pro 1 RT-RRU10HD Ballast Frame Three (3) 9.0-ft Site Pro 1 VFA8-RRU Sector Frame Dear Mr. Nawrotzki, Per your request, Albul Engineering has performed a structural analysis to evaluate the structural capacity of the proposed antenna mounts located at the above-referenced address for the addition of wireless telecommunication appurtenances by AT&T Mobility. The analysis has been performed in accordance with the AISC-LRFD 15th Edition and TIA-222-H standards, and 2020 New York State Uniform Code requirements based upon an ultimate wind speed of 123mph. Upon reviewing the results of this analysis, it is our opinion that the proposed antenna mounts meet the specified code requirements. The proposed structures are adequate to support the final loading as listed in this report. Antenna Mounts: 57.9% Pass Connections: 5.6% 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. New York Professional Engineer Expiration Date: 04-30-28 License Number: 089075 Albul Engineering LLC / COA: 106682 Albul Engineering, LLC 3840 E. Robinson Road Amherst, NY 14228 Date: May 16, 2025 Gregory Nawrotzki GT Wireless Engineering, PLLC 56 Dearborn Drive Old Tappan, NJ 07675 617 694 4291 greg@gt-we.com Subject GT Wireless AT&T Mobility (716) 650-8147 dalbul@albuleng.com Ballast Frame: 91.8% Pass 05-16-25 Client: GT Wireless Engineering, PLLC Albul Engineering Project No.: 35661.GTW.MSA.R231458.0 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 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.MSA.R231458.0 Albul Engineering, LLC www.albuleng.com Office: (716) 800-1364 3840 E. Robinson Road Amherst, NY 14228  1.0 INTRODUCTION The proposed mount system consists of 10.5-ft Site Pro 1 RT-RRU10HD Ballast Frame installed on the existing building roof with equipment centerline of 59.5-ft above ground level and of three (3) proposed 9.0- ft Site Pro 1 VFA8-RRU Sector Frames located at Alpha, Beta, Gamma Sectors with the antenna centerline of 71.0-ft above the ground level on Guyed Tower. The objective of this report is to assess the capacity of the proposed antenna mounts for supporting the proposed equipment. 1.1 DOCUMENTS PROVIDED The mount analysis is based on the following documents:  Radio Frequency Data Sheet by AT&T Mobility, dated Fabruary 25, 2025  Construction Drawings by GT Wireless Engineering, dated January 2, 2025  Site Visit Photos by GT Wireless Engineering, dated December 6, 2024  Previous Structural Analysis by Azimuth Engineering P.C., dated December 17, 2021 2.0 PROPOSED EQUIPMENT The mount analysis is based on the following appurtenances: Mounting Level (ft) Equipment Centerline (ft) Q-ty Equipment Manufacturer Equipment Model Number of Feed Lines Feed Line Type/Size (in) 71.0 72.0 Ericsson AIR 6472 B77G B77M 24 Pair Fiber 6 Gauge DC Power IN 2" Innerduct 71.0 Commscope NNH4-65A-R3-UPM-V2 59.5 59.5 Ericsson 4494 B14/B29 Ericsson 4890 B25/B66 Ericsson 4490 B5/B12A - FMB Raycap DC9-48-60-24-PC16-EV - GPS Client: GT Wireless Engineering, PLLC Albul Engineering Project No.: 35661.GTW.MSA.R231458.0   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 (2018 IBC)  Structural Standard for Antenna Supporting Structures, Antennas and Small Wind Turbine Support Structures - ANSI/TIA-222-H  AISC 360-16  ASCE/SEI 7–16  Ultimate Wind Speed: 123 MPH  Risk Category: III  Exposure Category: C  Topographic Category: 1  Wind Speed with Ice: 40 MPH  Ice Thickness: 1”  Seismic: S1= 0.061, SDS= 0.304 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 the structure has been verified and assumed to be correct. Unless otherwise noted, the structure and the mount 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, mounts, and connections 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 existing or proposed equipment and placement will require Albul Engineering to generate an additional structural analysis. 5.0 ANALYSIS AND ASSUMPTIONS The proposed antenna mounts were evaluated by RISA-3D version 22 a Finite Element Analysis (FEA) software. The mount connections were calculated by custom developed Excel tools. Client: GT Wireless Engineering, PLLC Albul Engineering Project No.: 35661.GTW.MSA.R231458.0 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 proposed antenna mounts are adequate to support the proposed loading as listed in this report. The structure elements would be loaded with the following capacities: Sector Frame: 57.9% Connections: 5.6% Ballast Frame: 91.8% Slide Check: 95.2% The Proposed Ballast Blocks Configuration Tray Required Ballast Blocks Quantity Final Ballast Weight, lbs Note Front 2,092 Add 8 Blocks Rear Add 8 Blocks Should you have any questions or need any clarifications about this report, please contact Albul Engineering at (716) 800-1364. Albul Engineering, LLC Expiration Date: 04-30-28 Albul Engineering LLC / COA: 106682 Dmitriy Albul, P.E. New York Professional Engineer License Number: 089075 05-16-25 Client: GT Wireless Engineering, PLLC Albul Engineering Project No.: 35661.GTW.MSA.R231458.0 Albul Engineering, LLC www.albuleng.com Office: (716) 800-1364 3840 E. Robinson Road Amherst, NY 14228  APPENDIX A: PHOTOS AND CALCULATIONS GUYED TOWER OVERALL VIEW Date: 5/16/2025 Site Name: C Project Engineer: DVA III Project No: 35661.GTW.MSA.R231458.0 118.0 ft Customer: GT Wireless Engineering, PLLC mph Carrier: AT&T Mobility mph 1.00 in Building Code: 40.0 mph 1.24 in TIA Standard: H Mount Type: Sector Frame (Multiple) 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 0.291 K Z : 1.178 0.061 K d : 0.950 0.304 K zt : 1.000 0.098 1.567 Ke: 0.996 2.400 Ka: 0.900 0.190 0.030 1.000 2.500 I ice: 1.150 1.000 q z : 43.14 psf mph Table 1. Equipment Specifications and Wind Pressure Manufacturer Model Elevation Pipe Label Weight (lb) Height (in) Width (in) Depth (in) EPA N EPA T EPA N w/ ice EPA T w/ ice q z : q z ice : q z live : COMMSCOPE NNH4-65A-R3-UPM-V2 71.0 1, 2, 73, 74, 145, 146 73.9 72.0 19.6 7.1 6.8* 2.4* 14.15 7.07 43.1 4.6 2.6 ERICSSON AIR 6472 B77G B77M 72.0 26, 98, 170 77.0 36.3 15.8 7.4 4.94* 1.65* 5.83 3.36 43.1 4.6 2.6 * Commscope Wind Tunnel Testing (WTT) Data (dated November, 2024) and Ericsson Computational Fluid Design (CFD) Data Use (dated January, 2025) Table 2. Equipment Wind and Seismic Loads 0 deg 90 deg 0 deg 90 deg Ice Weight 0 deg 90 deg COMMSCOPE NNH4-65A-R3-UPM-V2 264.0 93.2 58.1 29.0 205.4 15.7 5.5 14.0 ERICSSON AIR 6472 B77G B77M 191.8 64.1 23.9 13.8 87.6 11.4 3.8 14.6 Table 3.1. Hot Rolled Member Capacities Member Name Member Shape Wind load (plf) Wind Load Ice (plf) Weight Ice (plf) Bending Check Shear Check Total Capacity Controlling Capacity Plate 3.625"X0.5"PLATE 26.07 2.76 0.79 39.3% 26.0% 39.3% Arm PIPE_1.25 7.16 0.76 0.54 31.3% 6.8% 31.3% Bracing 0.625"S.R. 2.70 0.29 0.40 57.9% 4.1% 57.9% Frame Rail PIPE_2.0 10.25 1.08 0.63 37.2% 19.9% 37.2% Stabilizer PIPE_2.0 10.25 1.08 0.63 8.2% 0.3% 8.2% Mount Pipes PIPE_2.0 10.25 1.08 0.63 24.0% 6.2% 24.0% Plate 2 7"X0.5"PLATE 50.33 5.32 1.23 29.0% 17.7% 29.0% RRU Pipe PIPE_3.0 15.10 1.60 0.77 3.7% 2.6% 3.7% Response Mod. (Rp): Topographic Feature: Slope Distance (L): Distance from Crest (x): 57.9% Wind Load Service Case Seismic Load, lb Service Wind: Site Information Crest Height (H): Amplification Factor (ap): Exposure Category: Risk Category: Ground Elevation Ultimate Wind Speed: Design Wind Speed: Topographic Category: Cs Escalated Ice Thickness: Short-Period Design (SDS): Ice Thickness: Ice Wind Speed: Topographic Method: Wind Load (F A), lb Model Manufacturer 1-Second Design (SD1): Wind Load Ice Case (F A), lb Cs min Short-Period Coeff. (Fa): Overstrength (Ωo): 1-Second Coeff. (Fv): Factors Run Seismic? Site Soil: Short-Period Accel. (Ss): 1-Second Accel. (S1): Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Sector Frame Model SK-1 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Joint Labels SK-2 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Member Labels SK-3 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Member Shapes SK-4 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Member Lengths SK-5 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Controlling Load Case SK-6 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Member Bending Check SK-7 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton-on-Hudson Member Shear Check SK-8 14652291 Croton on Hudson… Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] 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 Yes 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 None Stiffness Adjustment Yes (Iterative) Wood None Temperature < 100F Concrete None Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None 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 III Drift Cat Other Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Model Settings (Continued) Base Elevation (ft) Include the weight of the structure in base shear calcs Yes S1 (g) SD1 (g) SDS (g) 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 DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule M1 N5 N6 Mount Pipes Column Pipe A53 Gr.B Typical M2 N9 N10 Mount Pipes Column Pipe A53 Gr.B Typical M3 N8 N13 RIGID None None RIGID Typical M4 N7 N14 RIGID None None RIGID Typical M5 N11 N15 RIGID None None RIGID Typical M6 N12 N16 RIGID None None RIGID Typical M7 N20 N31 Bracing VBrace BAR A36 Gr.36 Typical M8 N20 N59 Bracing VBrace BAR A36 Gr.36 Typical M9 N29 N20 RIGID None None RIGID Typical M10 N40 N39 Plate Beam RECT A36 Gr.36 Typical M11 N23 N34 Arm Beam Pipe A53 Gr.B Typical M12 N17 N57 Arm Beam Pipe A53 Gr.B Typical M13 N18 N26 Plate Beam RECT A36 Gr.36 Typical M14 N28 N27 Plate Beam RECT A36 Gr.36 Typical M15 N30 N31 RIGID None None RIGID Typical M16 N33 N32 RIGID None None RIGID Typical M17 N19 N21 RIGID None None RIGID Typical M18 N32 N21 Bracing VBrace BAR A36 Gr.36 Typical M19 N61 N32 Bracing VBrace BAR A36 Gr.36 Typical M20 N37 N35 Plate Beam RECT A36 Gr.36 Typical M21 N38 N41 RIGID None None RIGID Typical M22 N36 N42 RIGID None None RIGID Typical M23 N43 N28 Plate Beam RECT A36 Gr.36 Typical M24 N44 N18 Plate Beam RECT A36 Gr.36 Typical M25 N47 N45 RIGID None None RIGID Typical M26 N46 N50 Mount Pipes 2 Column Pipe A53 Gr.B Typical M27 N49 N48 RIGID None None RIGID Typical M28 N3 N4 Frame Rail Beam Pipe A53 Gr.B Typical M29 N1 N2 Frame Rail Beam Pipe A53 Gr.B Typical M30 N52 N51 Stabilizer HBrace Pipe A53 Gr.B Typical M31 N43 N53 Plate 2 Beam RECT A36 Gr.36 Typical M32 N44 N54 Plate 2 Beam RECT A36 Gr.36 Typical M33 N55 N35 Plate Beam RECT A36 Gr.36 Typical M34 N56 N39 Plate Beam RECT A36 Gr.36 Typical M35 N58 N59 RIGID None None RIGID Typical M36 N60 N61 RIGID None None RIGID Typical M37 N59 N22 RIGID None None RIGID Typical M38 N61 N22 RIGID None None RIGID Typical M39 N57 N25 Arm Beam Pipe A53 Gr.B Typical M40 N34 N24 Arm Beam Pipe A53 Gr.B Typical M41 N63 N62 RRU Pipe Column Pipe A53 Gr.B Typical M42 N89 N95 Plate Beam RECT A36 Gr.36 Typical M43 N88 N92 Plate Beam RECT A36 Gr.36 Typical M44 N71 N72 RRU Pipe Column Pipe A53 Gr.B Typical M45 N85 N64 Bracing VBrace BAR A36 Gr.36 Typical M46 N87 N78 Arm Beam Pipe A53 Gr.B Typical M47 N73 N76 RIGID None None RIGID Typical M48 N91 N79 Arm Beam Pipe A53 Gr.B Typical M49 N70 N73 RIGID None None RIGID Typical M50 N90 N74 RIGID None None RIGID Typical M51 N75 N84 Bracing VBrace BAR A36 Gr.36 Typical M52 N84 N101 Bracing VBrace BAR A36 Gr.36 Typical M53 N83 N75 RIGID None None RIGID Typical M54 N77 N87 Arm Beam Pipe A53 Gr.B Typical M55 N67 N91 Arm Beam Pipe A53 Gr.B Typical Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule M56 N68 N80 Plate Beam RECT A36 Gr.36 Typical M57 N82 N81 Plate Beam RECT A36 Gr.36 Typical M58 N66 N84 RIGID None None RIGID Typical M59 N86 N85 RIGID None None RIGID Typical M60 N65 N64 RIGID None None RIGID Typical M61 N74 N76 RIGID None None RIGID Typical M62 N100 N64 Bracing VBrace BAR A36 Gr.36 Typical M63 N44 N68 Plate Beam RECT A36 Gr.36 Typical M64 N43 N82 Plate Beam RECT A36 Gr.36 Typical M65 N94 N69 RIGID None None RIGID Typical M66 N93 N96 RIGID None None RIGID Typical M67 N97 N92 Plate Beam RECT A36 Gr.36 Typical M68 N98 N95 Plate Beam RECT A36 Gr.36 Typical M69 N100 N102 RIGID None None RIGID Typical M70 N101 N102 RIGID None None RIGID Typical M71 N100 N99 RIGID None None RIGID Typical M72 N101 N103 RIGID None None RIGID Typical M73 N110 N111 Mount Pipes Column Pipe A53 Gr.B Typical M74 N114 N115 Mount Pipes Column Pipe A53 Gr.B Typical M75 N113 N118 RIGID None None RIGID Typical M76 N112 N119 RIGID None None RIGID Typical M77 N116 N120 RIGID None None RIGID Typical M78 N117 N121 RIGID None None RIGID Typical M79 N125 N136 Bracing VBrace BAR A36 Gr.36 Typical M80 N125 N162 Bracing VBrace BAR A36 Gr.36 Typical M81 N134 N125 RIGID None None RIGID Typical M82 N145 N144 Plate Beam RECT A36 Gr.36 Typical M83 N128 N139 Arm Beam Pipe A53 Gr.B Typical M84 N122 N160 Arm Beam Pipe A53 Gr.B Typical M85 N123 N131 Plate Beam RECT A36 Gr.36 Typical M86 N133 N132 Plate Beam RECT A36 Gr.36 Typical M87 N135 N136 RIGID None None RIGID Typical M88 N138 N137 RIGID None None RIGID Typical M89 N124 N126 RIGID None None RIGID Typical M90 N137 N126 Bracing VBrace BAR A36 Gr.36 Typical M91 N164 N137 Bracing VBrace BAR A36 Gr.36 Typical M92 N142 N140 Plate Beam RECT A36 Gr.36 Typical M93 N143 N146 RIGID None None RIGID Typical M94 N141 N147 RIGID None None RIGID Typical M95 N148 N133 Plate Beam RECT A36 Gr.36 Typical M96 N149 N123 Plate Beam RECT A36 Gr.36 Typical M97 N152 N150 RIGID None None RIGID Typical M98 N151 N155 Mount Pipes 2 Column Pipe A53 Gr.B Typical M99 N154 N153 RIGID None None RIGID Typical M100 N108 N109 Frame Rail Beam Pipe A53 Gr.B Typical M101 N106 N107 Frame Rail Beam Pipe A53 Gr.B Typical M102 N207 N156 Stabilizer HBrace Pipe A53 Gr.B Typical M103 N148 N104 Plate 2 Beam RECT A36 Gr.36 Typical M104 N149 N157 Plate 2 Beam RECT A36 Gr.36 Typical M105 N158 N140 Plate Beam RECT A36 Gr.36 Typical M106 N159 N144 Plate Beam RECT A36 Gr.36 Typical M107 N161 N162 RIGID None None RIGID Typical M108 N163 N164 RIGID None None RIGID Typical M109 N162 N127 RIGID None None RIGID Typical M110 N164 N127 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule M111 N160 N130 Arm Beam Pipe A53 Gr.B Typical M112 N139 N129 Arm Beam Pipe A53 Gr.B Typical M113 N166 N165 RRU Pipe Column Pipe A53 Gr.B Typical M114 N192 N198 Plate Beam RECT A36 Gr.36 Typical M115 N191 N195 Plate Beam RECT A36 Gr.36 Typical M116 N174 N175 RRU Pipe Column Pipe A53 Gr.B Typical M117 N188 N167 Bracing VBrace BAR A36 Gr.36 Typical M118 N190 N181 Arm Beam Pipe A53 Gr.B Typical M119 N176 N179 RIGID None None RIGID Typical M120 N194 N182 Arm Beam Pipe A53 Gr.B Typical M121 N173 N176 RIGID None None RIGID Typical M122 N193 N177 RIGID None None RIGID Typical M123 N178 N187 Bracing VBrace BAR A36 Gr.36 Typical M124 N187 N204 Bracing VBrace BAR A36 Gr.36 Typical M125 N186 N178 RIGID None None RIGID Typical M126 N180 N190 Arm Beam Pipe A53 Gr.B Typical M127 N170 N194 Arm Beam Pipe A53 Gr.B Typical M128 N171 N183 Plate Beam RECT A36 Gr.36 Typical M129 N185 N184 Plate Beam RECT A36 Gr.36 Typical M130 N169 N187 RIGID None None RIGID Typical M131 N189 N188 RIGID None None RIGID Typical M132 N168 N167 RIGID None None RIGID Typical M133 N177 N179 RIGID None None RIGID Typical M134 N203 N167 Bracing VBrace BAR A36 Gr.36 Typical M135 N149 N171 Plate Beam RECT A36 Gr.36 Typical M136 N148 N185 Plate Beam RECT A36 Gr.36 Typical M137 N197 N172 RIGID None None RIGID Typical M138 N196 N199 RIGID None None RIGID Typical M139 N200 N195 Plate Beam RECT A36 Gr.36 Typical M140 N201 N198 Plate Beam RECT A36 Gr.36 Typical M141 N203 N205 RIGID None None RIGID Typical M142 N204 N205 RIGID None None RIGID Typical M143 N203 N202 RIGID None None RIGID Typical M144 N204 N206 RIGID None None RIGID Typical M145 N212 N213 Mount Pipes Column Pipe A53 Gr.B Typical M146 N216 N217 Mount Pipes Column Pipe A53 Gr.B Typical M147 N215 N220 RIGID None None RIGID Typical M148 N214 N221 RIGID None None RIGID Typical M149 N218 N222 RIGID None None RIGID Typical M150 N219 N223 RIGID None None RIGID Typical M151 N227 N238 Bracing VBrace BAR A36 Gr.36 Typical M152 N227 N264 Bracing VBrace BAR A36 Gr.36 Typical M153 N236 N227 RIGID None None RIGID Typical M154 N247 N246 Plate Beam RECT A36 Gr.36 Typical M155 N230 N241 Arm Beam Pipe A53 Gr.B Typical M156 N224 N262 Arm Beam Pipe A53 Gr.B Typical M157 N225 N233 Plate Beam RECT A36 Gr.36 Typical M158 N235 N234 Plate Beam RECT A36 Gr.36 Typical M159 N237 N238 RIGID None None RIGID Typical M160 N240 N239 RIGID None None RIGID Typical M161 N226 N228 RIGID None None RIGID Typical M162 N239 N228 Bracing VBrace BAR A36 Gr.36 Typical M163 N266 N239 Bracing VBrace BAR A36 Gr.36 Typical M164 N244 N242 Plate Beam RECT A36 Gr.36 Typical M165 N245 N248 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule M166 N243 N249 RIGID None None RIGID Typical M167 N250 N235 Plate Beam RECT A36 Gr.36 Typical M168 N251 N225 Plate Beam RECT A36 Gr.36 Typical M169 N254 N252 RIGID None None RIGID Typical M170 N253 N257 Mount Pipes 2 Column Pipe A53 Gr.B Typical M171 N256 N255 RIGID None None RIGID Typical M172 N210 N211 Frame Rail Beam Pipe A53 Gr.B Typical M173 N208 N209 Frame Rail Beam Pipe A53 Gr.B Typical M174 N309 N258 Stabilizer HBrace Pipe A53 Gr.B Typical M175 N250 N105 Plate 2 Beam RECT A36 Gr.36 Typical M176 N251 N259 Plate 2 Beam RECT A36 Gr.36 Typical M177 N260 N242 Plate Beam RECT A36 Gr.36 Typical M178 N261 N246 Plate Beam RECT A36 Gr.36 Typical M179 N263 N264 RIGID None None RIGID Typical M180 N265 N266 RIGID None None RIGID Typical M181 N264 N229 RIGID None None RIGID Typical M182 N266 N229 RIGID None None RIGID Typical M183 N262 N232 Arm Beam Pipe A53 Gr.B Typical M184 N241 N231 Arm Beam Pipe A53 Gr.B Typical M185 N268 N267 RRU Pipe Column Pipe A53 Gr.B Typical M186 N294 N300 Plate Beam RECT A36 Gr.36 Typical M187 N293 N297 Plate Beam RECT A36 Gr.36 Typical M188 N276 N277 RRU Pipe Column Pipe A53 Gr.B Typical M189 N290 N269 Bracing VBrace BAR A36 Gr.36 Typical M190 N292 N283 Arm Beam Pipe A53 Gr.B Typical M191 N278 N281 RIGID None None RIGID Typical M192 N296 N284 Arm Beam Pipe A53 Gr.B Typical M193 N275 N278 RIGID None None RIGID Typical M194 N295 N279 RIGID None None RIGID Typical M195 N280 N289 Bracing VBrace BAR A36 Gr.36 Typical M196 N289 N306 Bracing VBrace BAR A36 Gr.36 Typical M197 N288 N280 RIGID None None RIGID Typical M198 N282 N292 Arm Beam Pipe A53 Gr.B Typical M199 N272 N296 Arm Beam Pipe A53 Gr.B Typical M200 N273 N285 Plate Beam RECT A36 Gr.36 Typical M201 N287 N286 Plate Beam RECT A36 Gr.36 Typical M202 N271 N289 RIGID None None RIGID Typical M203 N291 N290 RIGID None None RIGID Typical M204 N270 N269 RIGID None None RIGID Typical M205 N279 N281 RIGID None None RIGID Typical M206 N305 N269 Bracing VBrace BAR A36 Gr.36 Typical M207 N251 N273 Plate Beam RECT A36 Gr.36 Typical M208 N250 N287 Plate Beam RECT A36 Gr.36 Typical M209 N299 N274 RIGID None None RIGID Typical M210 N298 N301 RIGID None None RIGID Typical M211 N302 N297 Plate Beam RECT A36 Gr.36 Typical M212 N303 N300 Plate Beam RECT A36 Gr.36 Typical M213 N305 N307 RIGID None None RIGID Typical M214 N306 N307 RIGID None None RIGID Typical M215 N305 N304 RIGID None None RIGID Typical M216 N306 N308 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Hot Rolled Steel Properties Label E [psi] G [psi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [lb/ft³] Yield [ksi] Ry Fu [ksi] Rt A992 2.9e+7 1.115e+7 0.3 0.65 1.1 1.1 A36 Gr.36 2.9e+7 1.115e+7 0.3 0.65 1.5 1.2 A572 Gr.50 2.9e+7 1.115e+7 0.3 0.65 1.1 1.1 4 A500 Gr.B RND 2.9e+7 1.115e+7 0.3 0.65 1.4 1.3 5 A500 Gr.B Rect 2.9e+7 1.115e+7 0.3 0.65 1.4 1.3 A53 Gr.B 2.9e+7 1.115e+7 0.3 0.65 1.6 1.2 A1085 2.9e+7 1.115e+7 0.3 0.65 1.4 1.3 Hot Rolled Steel Design Parameters Label Shape Length [in] Lcomp top [in] K y-y K z-z Channel Conn. a [in] Function M1 Mount Pipes Lbyy N/A N/A Lateral M2 Mount Pipes Lbyy N/A N/A Lateral M7 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M8 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M10 Plate Lbyy N/A N/A Lateral M11 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M12 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M13 Plate Lbyy N/A N/A Lateral M14 Plate Lbyy N/A N/A Lateral M18 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M19 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M20 Plate Lbyy N/A N/A Lateral M23 Plate 3.875 Lbyy N/A N/A Lateral M24 Plate 3.875 Lbyy N/A N/A Lateral M26 Mount Pipes 2 Lbyy N/A N/A Lateral M28 Frame Rail Lbyy N/A N/A Lateral M29 Frame Rail Lbyy N/A N/A Lateral M30 Stabilizer 57.07 Lbyy N/A N/A Lateral M31 Plate 2 7.5 Lbyy N/A N/A Lateral M32 Plate 2 7.5 Lbyy N/A N/A Lateral M33 Plate 3.875 Lbyy N/A N/A Lateral M34 Plate 3.875 Lbyy N/A N/A Lateral M39 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M40 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M41 RRU Pipe Lbyy N/A N/A Lateral M42 Plate Lbyy N/A N/A Lateral M43 Plate Lbyy N/A N/A Lateral M44 RRU Pipe Lbyy N/A N/A Lateral M45 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M46 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M48 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M51 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M52 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M54 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M55 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M56 Plate Lbyy N/A N/A Lateral M57 Plate Lbyy N/A N/A Lateral M62 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M63 Plate 3.875 Lbyy N/A N/A Lateral M64 Plate 3.875 Lbyy N/A N/A Lateral M67 Plate 3.875 Lbyy N/A N/A Lateral M68 Plate 3.875 Lbyy N/A N/A Lateral M73 Mount Pipes Lbyy N/A N/A Lateral M74 Mount Pipes Lbyy N/A N/A Lateral Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Hot Rolled Steel Design Parameters (Continued) Label Shape Length [in] Lcomp top [in] K y-y K z-z Channel Conn. a [in] Function M79 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M80 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M82 Plate Lbyy N/A N/A Lateral M83 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M84 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M85 Plate Lbyy N/A N/A Lateral M86 Plate Lbyy N/A N/A Lateral M90 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M91 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M92 Plate Lbyy N/A N/A Lateral M95 Plate 3.875 Lbyy N/A N/A Lateral M96 Plate 3.875 Lbyy N/A N/A Lateral M98 Mount Pipes 2 Lbyy N/A N/A Lateral M100 Frame Rail Lbyy N/A N/A Lateral M101 Frame Rail Lbyy N/A N/A Lateral M102 Stabilizer 63.213 Lbyy N/A N/A Lateral M103 Plate 2 7.5 Lbyy N/A N/A Lateral M104 Plate 2 7.5 Lbyy N/A N/A Lateral M105 Plate 3.875 Lbyy N/A N/A Lateral M106 Plate 3.875 Lbyy N/A N/A Lateral M111 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M112 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M113 RRU Pipe Lbyy N/A N/A Lateral M114 Plate Lbyy N/A N/A Lateral M115 Plate Lbyy N/A N/A Lateral M116 RRU Pipe Lbyy N/A N/A Lateral M117 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M118 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M120 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M123 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M124 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M126 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M127 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M128 Plate Lbyy N/A N/A Lateral M129 Plate Lbyy N/A N/A Lateral M134 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M135 Plate 3.875 Lbyy N/A N/A Lateral M136 Plate 3.875 Lbyy N/A N/A Lateral M139 Plate 3.875 Lbyy N/A N/A Lateral M140 Plate 3.875 Lbyy N/A N/A Lateral M145 Mount Pipes Lbyy N/A N/A Lateral M146 Mount Pipes Lbyy N/A N/A Lateral M151 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M152 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M154 Plate Lbyy N/A N/A Lateral M155 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M156 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M157 Plate Lbyy N/A N/A Lateral M158 Plate Lbyy N/A N/A Lateral M162 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M163 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M164 Plate Lbyy N/A N/A Lateral M167 Plate 3.875 Lbyy N/A N/A Lateral M168 Plate 3.875 Lbyy N/A N/A Lateral M170 Mount Pipes 2 Lbyy N/A N/A Lateral Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Hot Rolled Steel Design Parameters (Continued) Label Shape Length [in] Lcomp top [in] K y-y K z-z Channel Conn. a [in] Function M172 Frame Rail Lbyy N/A N/A Lateral M173 Frame Rail Lbyy N/A N/A Lateral M174 Stabilizer 63.213 Lbyy N/A N/A Lateral M175 Plate 2 7.5 Lbyy N/A N/A Lateral M176 Plate 2 7.5 Lbyy N/A N/A Lateral M177 Plate 3.875 Lbyy N/A N/A Lateral M178 Plate 3.875 Lbyy N/A N/A Lateral M183 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M184 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M185 RRU Pipe Lbyy N/A N/A Lateral M186 Plate Lbyy N/A N/A Lateral M187 Plate Lbyy N/A N/A Lateral M188 RRU Pipe Lbyy N/A N/A Lateral M189 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M190 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M192 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M195 Bracing 28.34 Lbyy 0.7 0.7 N/A N/A Lateral M196 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M198 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M199 Arm 16.156 Lbyy 0.7 0.7 N/A N/A Lateral M200 Plate Lbyy N/A N/A Lateral M201 Plate Lbyy N/A N/A Lateral M206 Bracing 31.405 Lbyy 0.7 0.7 N/A N/A Lateral M207 Plate 3.875 Lbyy N/A N/A Lateral M208 Plate 3.875 Lbyy N/A N/A Lateral M211 Plate 3.875 Lbyy N/A N/A Lateral M212 Plate 3.875 Lbyy N/A N/A Lateral Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] Plate 3.625"X0.5"PLATE Beam RECT A36 Gr.36 Typical 1.812 0.038 1.985 0.138 Arm PIPE_1.25 Beam Pipe A53 Gr.B Typical 0.625 0.184 0.184 0.368 Bracing 0.625"S.R. VBrace BAR A36 Gr.36 Typical 0.307 0.007 0.007 0.015 Frame Rail PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Stabilizer PIPE_2.0 HBrace Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Mount Pipes PIPE_2.0 Column Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Plate 2 7"X0.5"PLATE Beam RECT A36 Gr.36 Typical 3.5 0.073 14.292 0.279 RRU Pipe PIPE_3.0 Column Pipe A53 Gr.B Typical 2.07 2.85 2.85 5.69 9 Mount Pipes 2 PIPE_2.5 Column Pipe A53 Gr.B Typical 1.61 1.45 1.45 2.89 Material Take-Off Material Size Pieces Length[in] Weight[LB] General Members RIGID 128.6 Total General 128.6 Hot Rolled Steel A36 Gr.36 3.625"X0.5"PLATE 84.804 A36 Gr.36 7"X0.5"PLATE 44.661 A36 Gr.36 0.625"S.R. 716.9 62.371 A53 Gr.B PIPE_1.25 387.8 68.72 A53 Gr.B PIPE_2.0 1551.5 448.749 A53 Gr.B PIPE_2.5 164.354 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Material Take-Off (Continued) Material Size Pieces Length[in] Weight[LB] A53 Gr.B PIPE_3.0 232.444 Total HR Steel 3622.2 1106.103 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed Self Weight DL -1 Wind Load AZI 0 WLX Wind Load AZI 30 None Wind Load AZI 60 None Wind Load AZI 90 WLZ Wind Load AZI 120 None Wind Load AZI 150 None Wind Load AZI 180 None Wind Load AZI 210 None Wind Load AZI 240 None Wind Load AZI 270 None Wind Load AZI 300 None Wind Load AZI 330 None Ice Weight OL1 Ice Wind Load AZI 0 OL2 Ice Wind Load AZI 30 None Ice Wind Load AZI 60 None Ice Wind Load AZI 90 OL3 Ice Wind Load AZI 120 None Ice Wind Load AZI 150 None Ice Wind Load AZI 180 None Ice Wind Load AZI 210 None Ice Wind Load AZI 240 None Ice Wind Load AZI 270 None Ice Wind Load AZI 300 None Ice Wind Load AZI 330 None Seismic Load X ELX -0.19 Seismic Load Z ELZ -0.19 Service Live Loads LL Maintenance Load 1 LL Maintenance Load 2 LL Maintenance Load 3 LL Maintenance Load 4 LL Maintenance Load 5 LL Maintenance Load 6 LL Maintenance Load 7 LL Maintenance Load 8 LL Maintenance Load 9 LL Maintenance Load 10 LL Maintenance Load 11 LL Maintenance Load 12 LL Maintenance Load 13 LL Maintenance Load 14 LL Maintenance Load 15 LL Maintenance Load 16 LL Maintenance Load 17 LL Maintenance Load 18 LL Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1.4DL Yes Y 1.4 1.2DL + 1WL AZI 0 Yes Y 1.2 1.2DL + 1WL AZI 30 Yes Y 1.2 1.2DL + 1WL AZI 60 Yes Y 1.2 1.2DL + 1WL AZI 90 Yes Y 1.2 1.2DL + 1WL AZI 120 Yes Y 1.2 1.2DL + 1WL AZI 150 Yes Y 1.2 1.2DL + 1WL AZI 180 Yes Y 1.2 1.2DL + 1WL AZI 210 Yes Y 1.2 1.2DL + 1WL AZI 240 Yes Y 1.2 1.2DL + 1WL AZI 270 Yes Y 1.2 1.2DL + 1WL AZI 300 Yes Y 1.2 1.2DL + 1WL AZI 330 Yes Y 1.2 0.9DL + 1WL AZI 0 Yes Y 0.9 0.9DL + 1WL AZI 30 Yes Y 0.9 0.9DL + 1WL AZI 60 Yes Y 0.9 0.9DL + 1WL AZI 90 Yes Y 0.9 0.9DL + 1WL AZI 120 Yes Y 0.9 0.9DL + 1WL AZI 150 Yes Y 0.9 0.9DL + 1WL AZI 180 Yes Y 0.9 0.9DL + 1WL AZI 210 Yes Y 0.9 0.9DL + 1WL AZI 240 Yes Y 0.9 0.9DL + 1WL AZI 270 Yes Y 0.9 0.9DL + 1WL AZI 300 Yes Y 0.9 0.9DL + 1WL AZI 330 Yes Y 0.9 1.2D + 1.0Di Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 0 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 30 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 60 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 90 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 120 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 150 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 180 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 210 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 240 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 270 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 300 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 330 Yes Y 1.2 (1.2 + 0.2Sds)DL + 1.0E AZI 0 Yes Y 1.261 (1.2 + 0.2Sds)DL + 1.0E AZI 30 Yes Y 1.261 0.866 0.5 (1.2 + 0.2Sds)DL + 1.0E AZI 60 Yes Y 1.261 0.5 0.866 (1.2 + 0.2Sds)DL + 1.0E AZI 90 Yes Y 1.261 (1.2 + 0.2Sds)DL + 1.0E AZI 120 Yes Y 1.261 -0.5 0.866 (1.2 + 0.2Sds)DL + 1.0E AZI 150 Yes Y 1.261 -0.866 0.5 (1.2 + 0.2Sds)DL + 1.0E AZI 180 Yes Y 1.261 -1 (1.2 + 0.2Sds)DL + 1.0E AZI 210 Yes Y 1.261 -0.866 -0.5 (1.2 + 0.2Sds)DL + 1.0E AZI 240 Yes Y 1.261 -0.5 -0.866 (1.2 + 0.2Sds)DL + 1.0E AZI 270 Yes Y 1.261 -1 (1.2 + 0.2Sds)DL + 1.0E AZI 300 Yes Y 1.261 0.5 -0.866 (1.2 + 0.2Sds)DL + 1.0E AZI 330 Yes Y 1.261 0.866 -0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 0 Yes Y 0.839 (0.9 - 0.2Sds)DL + 1.0E AZI 30 Yes Y 0.839 0.866 0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 60 Yes Y 0.839 0.5 0.866 (0.9 - 0.2Sds)DL + 1.0E AZI 90 Yes Y 0.839 (0.9 - 0.2Sds)DL + 1.0E AZI 120 Yes Y 0.839 -0.5 0.866 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor (0.9 - 0.2Sds)DL + 1.0E AZI 150 Yes Y 0.839 -0.866 0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 180 Yes Y 0.839 -1 (0.9 - 0.2Sds)DL + 1.0E AZI 210 Yes Y 0.839 -0.866 -0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 240 Yes Y 0.839 -0.5 -0.866 (0.9 - 0.2Sds)DL + 1.0E AZI 270 Yes Y 0.839 -1 (0.9 - 0.2Sds)DL + 1.0E AZI 300 Yes Y 0.839 0.5 -0.866 (0.9 - 0.2Sds)DL + 1.0E AZI 330 Yes Y 0.839 0.866 -0.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 0 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 30 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 60 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 90 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 120 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 150 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 180 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 210 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 240 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 270 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 300 Yes Y 0.059 1.5 1.0DL + 1.5LL + 1.0SWL (30 mph) AZI 330 Yes Y 0.059 1.5 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM1 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM2 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 103 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 104 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 105 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 106 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 107 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 108 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 109 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 110 1.2DL + 1.5LM3 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 115 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 116 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 117 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 118 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 119 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 120 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 121 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 122 1.2DL + 1.5LM4 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 127 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 128 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 129 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 130 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 131 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 132 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 133 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 134 1.2DL + 1.5LM5 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 139 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 140 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 141 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 142 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 143 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 144 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 145 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 146 1.2DL + 1.5LM6 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 151 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 152 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 153 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 154 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 155 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 156 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 157 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 158 1.2DL + 1.5LM7 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 163 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 164 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 165 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor 166 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 167 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 168 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 169 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 170 1.2DL + 1.5LM8 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 175 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 176 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 177 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 178 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 179 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 180 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 181 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 182 1.2DL + 1.5LM9 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 184 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 185 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 186 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 187 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 188 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 189 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 190 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 191 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 192 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 193 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 194 1.2DL + 1.5LM10 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 196 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 197 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 198 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 199 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 200 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 201 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 202 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 203 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 204 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 205 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 206 1.2DL + 1.5LM11 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 208 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 209 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 210 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 211 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 212 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 213 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 214 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 215 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 216 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 217 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 218 1.2DL + 1.5LM12 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 220 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor 221 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 222 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 223 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 224 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 225 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 226 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 227 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 228 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 229 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 230 1.2DL + 1.5LM13 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 232 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 233 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 234 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 235 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 236 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 237 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 238 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 239 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 240 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 241 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 242 1.2DL + 1.5LM14 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 244 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 245 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 246 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 247 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 248 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 249 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 250 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 251 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 252 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 253 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 254 1.2DL + 1.5LM15 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 256 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 257 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 258 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 259 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 260 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 261 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 262 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 263 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 264 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 265 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 266 1.2DL + 1.5LM16 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 268 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 269 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 270 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 271 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 272 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 273 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 274 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 275 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor 276 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 277 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 278 1.2DL + 1.5LM17 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 0 Yes Y 1.2 1.5 0.059 280 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 30 Yes Y 1.2 1.5 0.059 281 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 60 Yes Y 1.2 1.5 0.059 282 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 90 Yes Y 1.2 1.5 0.059 283 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 120 Yes Y 1.2 1.5 0.059 284 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 150 Yes Y 1.2 1.5 0.059 285 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 180 Yes Y 1.2 1.5 0.059 286 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 210 Yes Y 1.2 1.5 0.059 287 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 240 Yes Y 1.2 1.5 0.059 288 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 270 Yes Y 1.2 1.5 0.059 289 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 300 Yes Y 1.2 1.5 0.059 290 1.2DL + 1.5LM18 + 1SWL (30 mph) AZI 330 Yes Y 1.2 1.5 0.059 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-in] LC MY [lb-in] LC MZ [lb-in] LC N52 max 1365.671 199.379 479.182 min -1363.538 -180.577 -474.207 N53 max 1180.424 759.518 1137.589 1616.445 265.298 3985.257 min -2209.861 175.455 -1157.739 -1466.25 -277.41 936.883 N54 max 1397.385 745.657 1135.872 1440.816 371.444 3978.919 min -176.403 160.362 -1116.507 -1644.03 -389.271 870.588 N104 max 1567.815 760.825 1255.94 -947.413 363.503 908.574 min -1364.282 161.013 -2258.961 -4201.255 -379.825 -2103.097 N105 max 1788.577 760.911 2488.532 3557.895 369.335 -1003.877 min -526.222 160.155 -1815.324 119.179 -385.922 -4056.404 N157 max 865.812 747.182 1562.856 -871.475 455.233 772.221 min -1360.029 144.529 -139.011 -3971.463 -474.574 -2313.662 N207 max 1058.292 231.687 1528.167 min -1065.056 -211.41 -1532.874 N259 max 209.374 747.24 404.834 3824.495 463.053 -943.893 min -1771.109 143.519 -1762.205 93.748 -482.581 -3786.637 N309 max 805.127 233.569 1697.623 min -797.387 -213.307 -1700.906 Totals: max 4021.359 3963.755 3828.272 min -4021.356 1494.205 -3828.265 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[in] LC Shear CheckLoc[in]DirLC phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-in] phi*Mn z-z [lb-in] Cb Eqn M152 0.625"S.R. 0.579 0.026 6 3501.373 9940.19 1242.501 1242.501 H1-1a M80 0.625"S.R. 0.579 0.026 2 3501.373 9940.19 1242.501 1242.501 H1-1a M8 0.625"S.R. 0.577 0.023 11 3501.373 9940.19 1242.501 1242.501 H1-1a M62 0.625"S.R. 0.478 31.405 83 0.014 31.405 10 3501.373 9940.19 1242.501 1242.501 H1-1a M206 0.625"S.R. 0.478 31.405150 0.015 31.405 5 3501.373 9940.19 1242.501 1242.501 H1-1a M134 0.625"S.R. 0.478 31.405122 0.015 31.405 13 3501.373 9940.19 1242.501 1242.501 H1-1a M168 3.625"X0.5"PLATE 0.393 0.26 3.875 y 16856538.489 7340.609 53219.527 1.435H1-1b M96 3.625"X0.5"PLATE 0.393 0.26 y 14056538.489 7340.609 53219.527 1.435H1-1b M24 3.625"X0.5"PLATE 0.392 0.26 y 10156538.489 7340.609 53219.527 1.436H1-1b M64 3.625"X0.5"PLATE 0.388 0.259 y 81 56538.489 7340.609 53219.527 1.426H1-1b 11 M208 3.625"X0.5"PLATE 0.388 0.259 y 14856538.489 7340.609 53219.527 1.425H1-1b M136 3.625"X0.5"PLATE 0.388 0.259 y 12056538.489 7340.609 53219.527 1.425H1-1b Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[in] LC Shear CheckLoc[in]DirLC phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-in] phi*Mn z-z [lb-in] Cb Eqn M167 3.625"X0.5"PLATE 0.38 0.241 y 16156538.489 7340.609 53219.527 1.424H1-1b M95 3.625"X0.5"PLATE 0.38 0.241 y 14556538.489 7340.609 53219.527 1.424H1-1b M23 3.625"X0.5"PLATE 0.378 0.24 y 10656538.489 7340.609 53219.527 1.424H1-1b M172 PIPE_2.0 0.372 25.875 5 0.199 24.75 12 12143.947 22459.5 22459.5 H1-1b M63 3.625"X0.5"PLATE 0.37 0.238 y 75 56538.489 7340.609 53219.527 1.426H1-1b M207 3.625"X0.5"PLATE 0.37 0.238 y 15556538.489 7340.609 53219.527 1.426H1-1b M135 3.625"X0.5"PLATE 0.37 0.238 y 11556538.489 7340.609 53219.527 1.427H1-1b M100 PIPE_2.0 0.366 25.875 13 0.196 24.75 8 12143.947 22459.5 22459.5 H1-1b M157 3.625"X0.5"PLATE 0.342 1.125169 0.064 y 15857404.511 58725 7340.609 53219.527 1.105H1-1b M85 3.625"X0.5"PLATE 0.342 1.125141 0.064 y 11857404.511 58725 7340.609 53219.527 1.106H1-1b M13 3.625"X0.5"PLATE 0.341 1.125101 0.064 y 79 57404.511 58725 7340.609 53219.527 1.107H1-1b M57 3.625"X0.5"PLATE 0.337 1.125 82 0.068 y 10157404.511 58725 7340.609 53219.527 1.12 H1-1b M201 3.625"X0.5"PLATE 0.337 1.125148 0.068 y 16857404.511 58725 7340.609 53219.527 1.12 H1-1b M129 3.625"X0.5"PLATE 0.337 1.125120 0.068 y 14057404.511 58725 7340.609 53219.527 1.12 H1-1b M28 PIPE_2.0 0.326 25.875 9 0.164 24.75 4 12143.947 22459.5 22459.5 H1-1b M155 PIPE_1.25 0.313 2.02 162 0.068 14.305 16919254.559 19687.5 9607.5 9607.5 H1-1b M83 PIPE_1.25 0.313 2.02 146 0.068 14.305 14119254.559 19687.5 9607.5 9607.5 H1-1b M11 PIPE_1.25 0.311 2.02 107 0.068 14.305 10219254.559 19687.5 9607.5 9607.5 H1-1b M199 PIPE_1.25 0.307 2.02 152 0.068 14.305 15619254.559 19687.5 9607.5 9607.5 H1-1b M127 PIPE_1.25 0.307 2.02 112 0.068 14.305 11619254.559 19687.5 9607.5 9607.5 H1-1b M55 PIPE_1.25 0.307 2.02 85 0.068 14.305 76 19254.559 19687.5 9607.5 9607.5 H1-1b M14 3.625"X0.5"PLATE 0.3 1.125104 0.08 y 77 57404.511 58725 7340.609 53219.527 1.114H1-1b M86 3.625"X0.5"PLATE 0.3 1.125143 0.08 1.125 y 11757404.511 58725 7340.609 53219.527 1.113H1-1b M158 3.625"X0.5"PLATE 0.3 1.125159 0.08 1.125 y 15757404.511 58725 7340.609 53219.527 1.113H1-1b M56 3.625"X0.5"PLATE 0.298 1.125 85 0.082 y 10357404.511 58725 7340.609 53219.527 1.105H1-1b M200 3.625"X0.5"PLATE 0.298 1.125152 0.082 1.125 y 17057404.511 58725 7340.609 53219.527 1.104H1-1b M128 3.625"X0.5"PLATE 0.298 1.125112 0.082 1.125 y 14257404.511 58725 7340.609 53219.527 1.104H1-1b M176 7"X0.5"PLATE 0.29 7.5 169 0.177 7.5 y 16998374.544 113400 1.706H1-1b M104 7"X0.5"PLATE 0.29 7.5 141 0.177 7.5 y 14198374.544 113400 1.706H1-1b M32 7"X0.5"PLATE 0.289 7.5 101 0.177 7.5 y 10298374.544 113400 1.706H1-1b M175 7"X0.5"PLATE 0.288 7.5 158 0.172 y 15198374.544 113400 1.69 H1-1b M103 7"X0.5"PLATE 0.288 7.5 118 0.171 y 11298374.544 113400 1.69 H1-1b M31 7"X0.5"PLATE 0.288 7.5 0.172 y 84 98374.544 113400 1.689H1-1b M198 PIPE_1.25 0.262 2.02 147 0.051 14719254.559 19687.5 9607.5 9607.5 H1-1b M126 PIPE_1.25 0.262 2.02 119 0.051 11919254.559 19687.5 9607.5 9607.5 H1-1b M156 PIPE_1.25 0.261 2.02 168 0.052 16919254.559 19687.5 9607.5 9607.5 H1-1b M84 PIPE_1.25 0.261 2.02 140 0.052 14119254.559 19687.5 9607.5 9607.5 H1-1b M54 PIPE_1.25 0.261 2.02 80 0.051 79 19254.559 19687.5 9607.5 9607.5 H1-1b M12 PIPE_1.25 0.261 2.02 101 0.051 10119254.559 19687.5 9607.5 9607.5 H1-1b M184 PIPE_1.25 0.255 14.137 5 0.056 14.137 15619254.559 19687.5 9607.5 9607.5 H1-1b M112 PIPE_1.25 0.251 14.137 13 0.056 14.137 11619254.559 19687.5 9607.5 9607.5 H1-1b M145 PIPE_2.0 0.24 76.25147 0.039 47.5 154 9836.597 22459.5 22459.5 H1-1b M73 PIPE_2.0 0.24 76.25119 0.039 47.5 114 9836.597 22459.5 22459.5 H1-1b M1 PIPE_2.0 0.24 76.25 80 0.039 47.5 75 9836.597 22459.5 22459.5 H1-1b M173 PIPE_2.0 0.235 6.75 163 0.087 24.75 2 12143.947 22459.5 22459.5 H1-1b M101 PIPE_2.0 0.235 6.75 135 0.087 24.75 10 12143.947 22459.5 22459.5 H1-1b M29 PIPE_2.0 0.235 6.75 107 0.081 24.75 7 12143.947 22459.5 22459.5 H1-1b M146 PIPE_2.0 0.232 76.25162 0.062 76.25 7 9836.597 22459.5 22459.5 H1-1b M74 PIPE_2.0 0.232 76.25146 0.062 76.25 3 9836.597 22459.5 22459.5 H1-1b M2 PIPE_2.0 0.232 76.25107 0.052 76.25 12 9836.597 22459.5 22459.5 H1-1b M177 3.625"X0.5"PLATE 0.208 2.382 11 0.178 3.875 y 11 56538.489 7340.609 53219.527 H1-1b M40 PIPE_1.25 0.206 14.137 10 0.055 14.137 77 19254.559 19687.5 9607.5 9607.5 H1-1b M105 3.625"X0.5"PLATE 0.205 2.382 7 0.175 3.875 y 7 56538.489 7340.609 53219.527 H1-1b M164 3.625"X0.5"PLATE 0.195 0.081 y 17457404.511 58725 7340.609 53219.527 1.155H1-1b M51 0.625"S.R. 0.193 0.041 102 4254.429 9940.19 1242.501 1242.501 H1-1b* Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[in] LC Shear CheckLoc[in]DirLC phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-in] phi*Mn z-z [lb-in] Cb Eqn M195 0.625"S.R. 0.193 0.041 169 4254.429 9940.19 1242.501 1242.501 H1-1b* M123 0.625"S.R. 0.193 0.041 141 4254.429 9940.19 1242.501 1242.501 H1-1b* M92 3.625"X0.5"PLATE 0.192 0.081 1.875 y 13457404.511 58725 7340.609 53219.527 1.154H1-1b M52 0.625"S.R. 0.185 0.018 31.405 109 3501.373 9940.19 1242.501 1242.501 H1-1b* M196 0.625"S.R. 0.185 0.018 31.405 164 3501.373 9940.19 1242.501 1242.501 H1-1b* M124 0.625"S.R. 0.185 0.018 31.405 136 3501.373 9940.19 1242.501 1242.501 H1-1b* M33 3.625"X0.5"PLATE 0.178 2.382 4 0.152 3.875 y 4 56538.489 7340.609 53219.527 H1-1b M162 0.625"S.R. 0.172 0.016 28.34 152 4254.429 9940.19 1242.501 1242.501 H1-1b* M90 0.625"S.R. 0.172 0.016 28.34 112 4254.429 9940.19 1242.501 1242.501 H1-1b* M18 0.625"S.R. 0.171 0.016 28.34 84 4254.429 9940.19 1242.501 1242.501 H1-1b* M43 3.625"X0.5"PLATE 0.163 1.875 81 0.083 y 94 57404.511 58725 7340.609 53219.527 1.493H1-1b M187 3.625"X0.5"PLATE 0.163 1.875148 0.083 y 17457404.511 58725 7340.609 53219.527 1.51 H1-1b M115 3.625"X0.5"PLATE 0.163 1.875120 0.083 y 13457404.511 58725 7340.609 53219.527 1.512H1-1b M20 3.625"X0.5"PLATE 0.162 0.081 1.875 y 94 57404.511 58725 7340.609 53219.527 1.163H1-1b M163 0.625"S.R. 0.16 0.01 31.405 10 3501.373 9940.19 1242.501 1242.501 H1-1b* M91 0.625"S.R. 0.16 0.01 31.405 6 3501.373 9940.19 1242.501 1242.501 H1-1b* M19 0.625"S.R. 0.16 0.009 31.405 3 3501.373 9940.19 1242.501 1242.501 H1-1b* M154 3.625"X0.5"PLATE 0.154 1.875164 0.076 y 18057404.511 58725 7340.609 53219.527 1.439H1-1b M82 3.625"X0.5"PLATE 0.154 1.875136 0.076 1.875 y 12857404.511 58725 7340.609 53219.527 1.442H1-1b M10 3.625"X0.5"PLATE 0.154 1.875109 0.076 y 88 57404.511 58725 7340.609 53219.527 1.43 H1-1b M46 PIPE_1.25 0.133 15.315 81 0.056 15.315 95 19254.559 19687.5 9607.5 9607.5 H1-1b M190 PIPE_1.25 0.133 15.315149 0.056 15.315 17419254.559 19687.5 9607.5 9607.5 H1-1b M118 PIPE_1.25 0.133 15.315121 0.056 15.315 13419254.559 19687.5 9607.5 9607.5 H1-1b M192 PIPE_1.25 0.133 14.137157 0.053 14.137 17019254.559 19687.5 9607.5 9607.5 H1-1b M120 PIPE_1.25 0.133 14.137117 0.053 14.137 14219254.559 19687.5 9607.5 9607.5 H1-1b M48 PIPE_1.25 0.133 14.137 78 0.053 14.137 10319254.559 19687.5 9607.5 9607.5 H1-1b M79 0.625"S.R. 0.133 28.34143 0.041 112 4254.429 9940.19 1242.501 1242.501 H1-1b M151 0.625"S.R. 0.133 28.34159 0.041 152 4254.429 9940.19 1242.501 1242.501 H1-1b M7 0.625"S.R. 0.133 28.34103 0.041 84 4254.429 9940.19 1242.501 1242.501 H1-1b M186 3.625"X0.5"PLATE 0.13 1.875157 0.077 y 17757404.511 58725 7340.609 53219.527 1.523H1-1b M114 3.625"X0.5"PLATE 0.13 1.875117 0.077 y 12557404.511 58725 7340.609 53219.527 1.526H1-1b M42 3.625"X0.5"PLATE 0.13 1.875 77 0.077 1.875 y 97 57404.511 58725 7340.609 53219.527 1.511H1-1b 100 M183 PIPE_1.25 0.129 15.315162 0.053 15.315 18019254.559 19687.5 9607.5 9607.5 H1-1b 101 M111 PIPE_1.25 0.129 15.315146 0.053 15.315 12819254.559 19687.5 9607.5 9607.5 H1-1b M39 PIPE_1.25 0.129 15.315107 0.053 15.315 89 19254.559 19687.5 9607.5 9607.5 H1-1b M45 0.625"S.R. 0.097 0.016 107 4254.429 9940.19 1242.501 1242.501 H1-1b 104 M189 0.625"S.R. 0.097 0.016 163 4254.429 9940.19 1242.501 1242.501 H1-1b 105 M117 0.625"S.R. 0.097 0.016 135 4254.429 9940.19 1242.501 1242.501 H1-1b 106 M170 PIPE_2.5 0.096 76.25 5 0.039 76.25 17022373.407 H1-1b M98 PIPE_2.5 0.095 76.25 13 0.039 76.25 14222373.407 H1-1b 108 M212 3.625"X0.5"PLATE 0.094 2.382150 0.121 3.875 y 17756538.489 7340.609 53219.527 H1-1b 109 M140 3.625"X0.5"PLATE 0.094 2.382122 0.121 3.875 y 12556538.489 7340.609 53219.527 H1-1b 110 M68 3.625"X0.5"PLATE 0.094 2.382 82 0.121 3.875 y 97 56538.489 7340.609 53219.527 H1-1b 111 M106 3.625"X0.5"PLATE 0.093 2.382143 0.114 3.875 y 12856538.489 7340.609 53219.527 H1-1b 112 M178 3.625"X0.5"PLATE 0.093 2.382159 0.114 3.875 y 18056538.489 7340.609 53219.527 H1-1b 113 M34 3.625"X0.5"PLATE 0.092 2.382103 0.114 3.875 y 89 56538.489 7340.609 53219.527 H1-1b 114 M26 PIPE_2.5 0.09 76.25 10 0.04 76.25 10222373.407 H1-1b 115 M174 PIPE_2.0 0.082 63.213 7 0.003 63.213 7 23036.557 22459.5 22459.5 H1-1b* 116 M102 PIPE_2.0 0.082 63.213 3 0.003 63.213 3 23036.557 22459.5 22459.5 H1-1b* 117 M139 3.625"X0.5"PLATE 0.08 2.382 5 0.112 2.382 y 12456538.489 7340.609 53219.527 H1-1b 118 M211 3.625"X0.5"PLATE 0.079 2.382 9 0.112 2.382 y 17656538.489 7340.609 53219.527 H1-1b 119 M67 3.625"X0.5"PLATE 0.078 2.382 2 0.112 2.382 y 97 56538.489 7340.609 53219.527 H1-1b M30 PIPE_2.0 0.06 0.003 57.07 6 24498.358 22459.5 22459.5 H1-1b* 121 M185 PIPE_3.0 0.037 46.75170 0.026 18.563 6 55456.817 H1-1b 122 M113 PIPE_3.0 0.037 46.75142 0.025 18.563 2 55456.817 H1-1b Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton-on-Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson.r3d ] Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks (Continued) Member Shape Code CheckLoc[in] LC Shear CheckLoc[in]DirLC phi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-in] phi*Mn z-z [lb-in] Cb Eqn M41 PIPE_3.0 0.037 46.75103 0.022 18.563 11 55456.817 H1-1b M44 PIPE_3.0 0.037 19.25 85 0.011 46.75 6 55456.817 H1-1b 125 M188 PIPE_3.0 0.037 19.25152 0.012 46.75 13 55456.817 H1-1b 126 M116 PIPE_3.0 0.037 19.25112 0.012 46.75 9 55456.817 H1-1b BOLT CONNECTION CALCULATION BOLT PROPERTIES Date: 5/16/2025 Site: Engineer: DVA Project No: 35661.GTW.MSA.R231458.0 Description: Mount plate to pipe Bolt Capacity Equation TIA-222-H Connection Type Steel Bolt Size, d 3/4 in Threads per Inch, n Steel Grade A325 Bolt Ultimate Tensile Stress, Fu ksi Threads Exclusion N Shear Plane Net Bolt Cross-Sectional Area, An 0.334 in2 Gross Bolt Cross-Sectional Area, Ag 0.442 in2 Tensile Steel Strength (per bolt), φRnt lbs Shear Steel Strength (per bolt), φRnv lbs ANCHOR BOLT CONNECTION CALCULATOR REV. 6.0.6 Site: Engineer: Project No: Description: X Y Start Coordinates: 0.00 0.00 Dimensions: 9.00 8.50 Risa LC: No. Load Point Label X Y Z Shear, Px Shear, Py Axial, Pz Moment, Mx Moment, My Moment, Mz N104 4.50 3.25 0.00 858.39 1994.72 -284.53 -1092.50 -549.40 -155.21 Bolts Q-ty: No. Bolt Type X Y Axial Shear Tensile Usage Shear Usage Combined Usage Controlling Usage Max. Usage Main Type 4.50 2.00 355.77 1111.79 1.2% 5.6% 5.6% Steel Shear 5.59% Main Type 4.50 4.50 -518.22 1062.78 0.0% 5.3% 5.3% Steel Shear 5.35% 5.6% Mount plate to pipe BOLT CONNECTION CALCULATION BOLT GROUP CHECK Date: 5/16/2025 Croton-on-Hudson DVA 35661.GTW.MSA.R231458.0 Bolt Coordinates (in.) Bolt Loads (lbs) Coordinates, (in.) Loads (lbs, lb-in) Bolt Usage (%) Total Capacity of Bolt Group: 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 0.0 2.0 4.0 6.0 8.0 Horizontal Shear Pull‐Out Vertical Shear Bolts Load Point ANCHOR BOLT CONNECTION CALCULATOR REV. 6.0.6 Date: 5/16/2025 Site Name: Croton on Hudson C Project Engineer: DVA III Project No: 35661.GTW.MSA.R231458.0 118.0 ft Customer: GT Wireless Engineering, PLLC mph Carrier: AT&T Mobility mph 1.00 in Building Code: 40.0 mph 1.22 in TIA Standard: H Mount Type: Rooftop Mount Existing? 0.00 Mount Centerline: 59.5 ft 0.00 ft Superstructure Height: 57.8 ft 0.00 ft Structure Type: Rooftop 0.00 ft Yes Gh: 1.000 D (Default) K zmin : 0.850 0.291 K Z : 1.135 0.061 K d : 0.950 0.304 K zt : 1.000 0.098 1.567 Ke: 0.996 2.400 Ka: 0.900 0.190 0.030 1.000 2.500 I ice: 1.150 1.000 q z : 41.57 psf mph Table 1. Equipment Specifications and Wind Pressure Manufacturer Model Elevation Pipe Label Weight (lb) Height (in) Width (in) Depth (in) EPA N EPA T EPA N w/ ice EPA T w/ ice q z : q z ice : q z live : ERICSSON 4494 B14/B29 59.5 30, 31, 30, 31, 30, 31 57.3 17.5 15.1 5.6 2.09 0.84 2.77 1.33 41.6 4.4 2.5 ERICSSON 4890 B25/B66 59.5 30, 31, 30, 31, 30, 31 55.9 18.8 14.8 6.2 2.21 0.99 2.91 1.53 41.6 4.4 2.5 ERICSSON 4490 B5/B12A 59.5 30, 31, 16, 26, 16, 26 65.0 20.6 15.6 7.0 2.56 1.22 3.31 1.81 41.6 4.4 2.5 - FMB 59.5 16, 26, 16, 26, 16, 26 13.0 17.0 17.0 6.5 2.27 0.92 2.97 1.43 41.6 4.4 2.5 RAYCAP DC9-48-60-24-PC16-EV 59.5 16, 26, 16, 26, 16, 26 34.9 17.5 15.2 6.4 2.11 0.94 2.79 1.45 41.6 4.4 2.5 - GPS 59.5 10.0 9.0 3.1 3.1 0.15 0.15 0.3 0.3 41.6 4.4 2.5 Table 2. Equipment Wind and Seismic Loads 0 deg 90 deg 0 deg 90 deg Ice Weight 0 deg 90 deg ERICSSON 4494 B14/B29 78.3 31.3 10.9 5.3 38.5 4.7 1.9 10.9 ERICSSON 4890 B25/B66 82.8 37.1 11.5 6.0 41.2 4.9 2.2 10.6 ERICSSON 4490 B5/B12A 95.8 45.7 13.1 7.2 47.9 5.7 2.7 12.4 - FMB 85.1 34.6 11.8 5.7 41.9 5.1 2.1 2.5 RAYCAP DC9-48-60-24-PC16-EV 78.9 35.1 11.0 5.7 39.4 4.7 2.1 6.6 - GPS 5.5 5.5 1.2 1.2 6.4 0.3 0.3 1.9 Table 3.1. Hot Rolled Member Capacities Member Name Member Shape Wind load (plf) Wind Load Ice (plf) Weight Ice (plf) Bending Check Shear Check Total Capacity Controlling Capacity Frame Angle L2.5X2.5X3 17.32 1.83 0.63 60.9% 2.0% 60.9% Plate 2"X0.625"PLATE 13.86 1.47 0.56 7.8% 6.9% 7.8% Frame Pipe PIPE_2.0 9.87 1.04 0.61 34.8% 41.9% 41.9% Kicker 2"X0.5"PLATE 13.86 1.47 0.56 30.0% 20.6% 30.0% Mast Pipe PIPE_2.0 9.87 1.04 0.61 91.8% 11.6% 91.8% Table 3.2. Cold Formed Member Capacities Member Name Member Shape Wind load (plf) Wind Load Ice (plf) Weight Ice (plf) Bending Check Shear Check Total Capacity Controlling Capacity Unistrut UNISTRUTP1000 11.26 1.19 0.52 81.8% 6.7% 81.8% Factors Run Seismic? Site Soil: Short-Period Accel. (Ss): 1-Second Accel. (S1): Wind Load (F A), lb Model Manufacturer 1-Second Design (SD1): Wind Load Ice Case (F A), lb Cs min Short-Period Coeff. (Fa): Overstrength (Ωo): 1-Second Coeff. (Fv): 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 Ice Thickness: Ice Wind Speed: Topographic Method: Escalated Ice Thickness: Short-Period Design (SDS): Slope Distance (L): Distance from Crest (x): 91.8% Wind Load Service Case Seismic Load, lb Service Wind: 81.8% Response Mod. (Rp): Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Ballast Frame Model SK-1 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Joint Labels SK-2 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Member Lables SK-3 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Member Shapes SK-4 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Member Lengths SK-5 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Controlling Load Combination SK-6 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Member Code Check SK-7 14652291 Croton on Hudson… Albul Engineering, LLC DVA 35661.GTW.MSA.R23145… Croton on Hudson Member Code Check SK-8 14652291 Croton on Hudson… Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… 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 Yes 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 None Temperature < 100F Concrete None Masonry None Aluminum None Structure Type Building Stiffness Adjustment Yes (Iterative) Stainless None 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 III Drift Cat Other Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Model Settings (Continued) Base Elevation (ft) Include the weight of the structure in base shear calcs Yes S1 (g) SD1 (g) SDS (g) 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 DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Member Primary Data Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule M1 N1 N2 RIGID None None RIGID Typical M2 N3 N4 RIGID None None RIGID Typical M3 N6 N5 Frame Pipe Beam Pipe A53 Gr.B Typical M4 N7 N8 RIGID None None RIGID Typical M5 N9 N10 RIGID None None RIGID Typical M6 N12 N11 Frame Pipe Beam Pipe A53 Gr.B Typical M7 N13 N14 RIGID None None RIGID Typical M8 N15 N16 Mast Pipe Column Pipe A53 Gr.B Typical M9 N17 N18 RIGID None None RIGID Typical M10 N21 N20 RIGID None None RIGID Typical M11 N23 N22 Mast Pipe Column Pipe A53 Gr.B Typical M12 N19 N24 RIGID None None RIGID Typical M13 N27 N28 RIGID None None RIGID Typical M14 N29 N30 RIGID None None RIGID Typical M15 N31 N32 RIGID None None RIGID Typical M16 N33 N34 Unistrut Beam CS A653 SS Gr33 Typical M17 N36 N35 RIGID None None RIGID Typical M18 N36 N68 Kicker VBrace RECT A36 Gr.36 Typical M19 N37 N35 RIGID None None RIGID Typical M20 N67 N37 Kicker VBrace RECT A36 Gr.36 Typical M21 N39 N38 RIGID None None RIGID Typical M22 N70 N39 Kicker VBrace RECT A36 Gr.36 Typical M23 N40 N38 RIGID None None RIGID Typical M24 N40 N69 Kicker VBrace RECT A36 Gr.36 Typical M25 N25 N26 RIGID None None RIGID Typical M26 N44 N41 Unistrut Beam CS A653 SS Gr33 Typical M27 N42 N43 RIGID None None RIGID Typical M28 N45 N46 RIGID None None RIGID Typical M29 N53 N43 RIGID None None RIGID Typical M30 N49 N54 Unistrut Beam CS A653 SS Gr33 Typical M31 N47 N50 Unistrut Beam CS A653 SS Gr33 Typical M32 N48 N20 RIGID None None RIGID Typical M33 N52 N18 RIGID None None RIGID Typical M34 N51 N46 RIGID None None RIGID Typical M35 N56 N55 Frame Angle Beam Single Angle A36 Gr.36 Typical M36 N57 N58 Frame Angle Beam Single Angle A36 Gr.36 Typical M37 N56 N58 Plate Beam RECT A36 Gr.36 Typical M38 N55 N57 Plate Beam RECT A36 Gr.36 Typical M39 N58 N1 RIGID None None RIGID Typical M40 N56 N3 RIGID None None RIGID Typical M41 N57 N7 RIGID None None RIGID Typical M42 N55 N9 RIGID None None RIGID Typical M43 N59 N60 Plate Beam RECT A36 Gr.36 Typical M44 N63 N61 Plate Beam RECT A36 Gr.36 Typical M45 N64 N62 Plate Beam RECT A36 Gr.36 Typical M46 N62 N27 RIGID None None RIGID Typical M47 N64 N25 RIGID None None RIGID Typical M48 N61 N31 RIGID None None RIGID Typical M49 N63 N29 RIGID None None RIGID Typical M50 N65 N66 Plate Beam RECT A36 Gr.36 Typical M51 N61 N62 Frame Angle Beam Single Angle A36 Gr.36 Typical M52 N64 N63 Frame Angle Beam Single Angle A36 Gr.36 Typical M53 N10 N67 RIGID None None RIGID Typical M54 N32 N68 RIGID None None RIGID Typical M55 N4 N69 RIGID None None RIGID Typical Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Member Primary Data (Continued) Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule M56 N28 N70 RIGID None None RIGID Typical Hot Rolled Steel Properties Label E [psi] G [psi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [lb/ft³] Yield [ksi] Ry Fu [ksi] Rt A992 2.9e+7 1.115e+7 0.3 0.65 1.1 1.1 A36 Gr.36 2.9e+7 1.115e+7 0.3 0.65 1.5 1.2 A572 Gr.50 2.9e+7 1.115e+7 0.3 0.65 1.1 1.1 4 A500 Gr.B RND 2.9e+7 1.115e+7 0.3 0.65 1.4 1.3 5 A500 Gr.B Rect 2.9e+7 1.115e+7 0.3 0.65 1.4 1.3 A53 Gr.B 2.9e+7 1.115e+7 0.3 0.65 1.6 1.2 A1085 2.9e+7 1.115e+7 0.3 0.65 1.4 1.3 Cold Formed Steel Properties Label E [psi] G [psi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [lb/ft³] Yield [ksi] Fu [ksi] 1 A653 SS Gr33 2.95e+7 1.135e+7 0.3 0.65 2 A653 SS Gr50/1 2.95e+7 1.135e+7 0.3 0.65 Hot Rolled Steel Design Parameters Label Shape Length [in] Lcomp top [in] K y-y K z-z Channel Conn. a [in] Function M3 Frame Pipe Lbyy N/A N/A Lateral M6 Frame Pipe Lbyy N/A N/A Lateral M8 Mast Pipe N/A N/A Lateral M11 Mast Pipe N/A N/A Lateral M18 Kicker 28.22 Lbyy N/A N/A Lateral M20 Kicker 28.22 Lbyy N/A N/A Lateral M22 Kicker 28.22 Lbyy N/A N/A Lateral M24 Kicker 28.22 Lbyy N/A N/A Lateral M35 Frame Angle Lbyy 0.7 0.7 N/A N/A Lateral M36 Frame Angle Lbyy 0.7 0.7 N/A N/A Lateral M37 Plate 17.625 Lbyy 0.7 0.7 N/A N/A Lateral M38 Plate 17.625 Lbyy 0.7 0.7 N/A N/A Lateral M43 Plate 17.625 Lbyy 0.7 0.7 N/A N/A Lateral M44 Plate 17.625 Lbyy 0.7 0.7 N/A N/A Lateral M45 Plate 17.625 Lbyy 0.7 0.7 N/A N/A Lateral M50 Plate 17.625 Lbyy 0.7 0.7 N/A N/A Lateral M51 Frame Angle Lbyy 0.7 0.7 N/A N/A Lateral M52 Frame Angle Lbyy 0.7 0.7 N/A N/A Lateral Cold Formed Steel Design Parameters Label Shape Length [in] Lb y-y [in] Lb z-z [in] Lcomp top [in] Lcomp bot [in] L-Torque [in] Function M16 Unistrut 127.5 Segment Segment Segment Segment Segment Lateral M26 Unistrut 127.5 Segment Segment Segment Segment Segment Lateral M30 Unistrut 127.5 Segment Segment Segment Segment Segment Lateral M31 Unistrut 127.5 Segment Segment Segment Segment Segment Lateral Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 Frame Angle L2.5X2.5X3 Beam Single Angle A36 Gr.36 Typical 0.901 0.535 0.535 0.011 Plate 2"X0.625"PLATE Beam RECT A36 Gr.36 Typical 1.25 0.041 0.417 0.131 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Hot Rolled Steel Section Sets (Continued) Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] Frame Pipe PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Kicker 2"X0.5"PLATE VBrace RECT A36 Gr.36 Typical 0.021 0.333 0.07 Mast Pipe PIPE_2.0 Column Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25 Cold Formed Steel Section Sets Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] Unistrut UNISTRUTP1000_CFA Beam CS A653 SS Gr33 Typical 0.49 0.144 0.212 0.002 CF1 162T125-18 Beam CU A653 SS Gr33 Typical 0.078 0.013 0.042 9e-6 Node Boundary Conditions Node Label X [lb/in] Y [lb/in] Z [lb/in] N1 N2 N3 N4 N7 N8 N9 N10 N13 N17 N19 N21 N25 N26 N27 N28 N29 N30 N31 N32 N42 N45 N48 N51 N52 N53 N55 Reaction S1e+6 Reaction N56 Reaction S1e+6 Reaction N57 Reaction S1e+6 Reaction N58 Reaction S1e+6 Reaction N59 Reaction S1e+6 Reaction N60 Reaction S1e+6 Reaction N61 Reaction S1e+6 Reaction N62 Reaction S1e+6 Reaction N63 Reaction S1e+6 Reaction N64 Reaction S1e+6 Reaction N65 Reaction S1e+6 Reaction N66 Reaction S1e+6 Reaction N67 N68 N69 N70 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Material Take-Off Material Size Pieces Length[in] Weight[LB] General Members RIGID Total General Hot Rolled Steel A36 Gr.36 2"X0.625"PLATE 105.8 37.484 A36 Gr.36 L2.5X2.5X3 88.911 A36 Gr.36 2"X0.5"PLATE 112.9 32.009 A53 Gr.B PIPE_2.0 85.035 Total HR Steel 860.6 243.44 Cold Formed Steel A653 SS Gr33 UNISTRUTP1000_CFA 70.903 Total CF Steel 70.903 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Point Distributed Self Weight DL -1 Wind Load AZI 0 WLX Wind Load AZI 30 None Wind Load AZI 60 None Wind Load AZI 90 WLZ Wind Load AZI 120 None Wind Load AZI 150 None Wind Load AZI 180 None Wind Load AZI 210 None Wind Load AZI 240 None Wind Load AZI 270 None Wind Load AZI 300 None Wind Load AZI 330 None Ice Weight OL1 Ice Wind Load AZI 0 OL2 Ice Wind Load AZI 30 None Ice Wind Load AZI 60 None Ice Wind Load AZI 90 OL3 Ice Wind Load AZI 120 None Ice Wind Load AZI 150 None Ice Wind Load AZI 180 None Ice Wind Load AZI 210 None Ice Wind Load AZI 240 None Ice Wind Load AZI 270 None Ice Wind Load AZI 300 None Ice Wind Load AZI 330 None Seismic Load X ELX -0.19 Seismic Load Z ELZ -0.19 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1.4DL Yes Y 1.4 1.2DL + 1WL AZI 0 Yes Y 1.2 1.2DL + 1WL AZI 30 Yes Y 1.2 1.2DL + 1WL AZI 60 Yes Y 1.2 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor 1.2DL + 1WL AZI 90 Yes Y 1.2 1.2DL + 1WL AZI 120 Yes Y 1.2 1.2DL + 1WL AZI 150 Yes Y 1.2 1.2DL + 1WL AZI 180 Yes Y 1.2 1.2DL + 1WL AZI 210 Yes Y 1.2 1.2DL + 1WL AZI 240 Yes Y 1.2 1.2DL + 1WL AZI 270 Yes Y 1.2 1.2DL + 1WL AZI 300 Yes Y 1.2 1.2DL + 1WL AZI 330 Yes Y 1.2 0.9DL + 1WL AZI 0 Yes Y 0.9 0.9DL + 1WL AZI 30 Yes Y 0.9 0.9DL + 1WL AZI 60 Yes Y 0.9 0.9DL + 1WL AZI 90 Yes Y 0.9 0.9DL + 1WL AZI 120 Yes Y 0.9 0.9DL + 1WL AZI 150 Yes Y 0.9 0.9DL + 1WL AZI 180 Yes Y 0.9 0.9DL + 1WL AZI 210 Yes Y 0.9 0.9DL + 1WL AZI 240 Yes Y 0.9 0.9DL + 1WL AZI 270 Yes Y 0.9 0.9DL + 1WL AZI 300 Yes Y 0.9 0.9DL + 1WL AZI 330 Yes Y 0.9 1.2D + 1.0Di Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 0 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 30 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 60 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 90 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 120 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 150 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 180 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 210 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 240 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 270 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 300 Yes Y 1.2 1.2D + 1.0Di +1.0Wi AZI 330 Yes Y 1.2 (1.2 + 0.2Sds)DL + 1.0E AZI 0 Yes Y 1.261 (1.2 + 0.2Sds)DL + 1.0E AZI 30 Yes Y 1.261 0.866 0.5 (1.2 + 0.2Sds)DL + 1.0E AZI 60 Yes Y 1.261 0.5 0.866 (1.2 + 0.2Sds)DL + 1.0E AZI 90 Yes Y 1.261 43 (1.2 + 0.2Sds)DL + 1.0E AZI 120 Yes Y 1.261 -0.5 0.866 44 (1.2 + 0.2Sds)DL + 1.0E AZI 150 Yes Y 1.261 -0.866 0.5 45 (1.2 + 0.2Sds)DL + 1.0E AZI 180 Yes Y 1.261 -1 46 (1.2 + 0.2Sds)DL + 1.0E AZI 210 Yes Y 1.261 -0.866 -0.5 47 (1.2 + 0.2Sds)DL + 1.0E AZI 240 Yes Y 1.261 -0.5 -0.866 48 (1.2 + 0.2Sds)DL + 1.0E AZI 270 Yes Y 1.261 -1 49 (1.2 + 0.2Sds)DL + 1.0E AZI 300 Yes Y 1.261 0.5 -0.866 50 (1.2 + 0.2Sds)DL + 1.0E AZI 330 Yes Y 1.261 0.866 -0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 0 Yes Y 0.839 (0.9 - 0.2Sds)DL + 1.0E AZI 30 Yes Y 0.839 0.866 0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 60 Yes Y 0.839 0.5 0.866 (0.9 - 0.2Sds)DL + 1.0E AZI 90 Yes Y 0.839 (0.9 - 0.2Sds)DL + 1.0E AZI 120 Yes Y 0.839 -0.5 0.866 (0.9 - 0.2Sds)DL + 1.0E AZI 150 Yes Y 0.839 -0.866 0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 180 Yes Y 0.839 -1 (0.9 - 0.2Sds)DL + 1.0E AZI 210 Yes Y 0.839 -0.866 -0.5 (0.9 - 0.2Sds)DL + 1.0E AZI 240 Yes Y 0.839 -0.5 -0.866 Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Load Combinations (Continued) Solve P-Delta BLC Factor BLC Factor BLC Factor (0.9 - 0.2Sds)DL + 1.0E AZI 270 Yes Y 0.839 -1 (0.9 - 0.2Sds)DL + 1.0E AZI 300 Yes Y 0.839 0.5 -0.866 (0.9 - 0.2Sds)DL + 1.0E AZI 330 Yes Y 0.839 0.866 -0.5 Envelope Node Reactions Node Label X [lb] LC Y [lb] LC Z [lb] LC MX [lb-in] LC MY [lb-in] LC MZ [lb-in] LC N55 max 100.899 941.398 222.833 min -264.812 -447.823 -234.085 N56 max 109.765 911.706 236.979 min -254.358 -467.876 -223.48 N57 max 360.818 258.125 68.632 min -450.545 -189.155 -93.799 N58 max 361.67 254.101 92.204 min -445.211 -190.186 -70.014 N59 max 90.613 89.987 9.589 min -54.323 -109.291 -9.771 N60 max 4.44 41.182 9.771 min -7.497 -24.3 -9.589 N61 max 267.604 935.047 223.057 min -98.791 -452.567 -236.703 N62 max 258.589 902.953 240.21 min -106.567 -474.482 -223.973 N63 max 447.853 255.904 69.126 min -363.924 -190.173 -93.109 N64 max 441.266 251.191 91.309 min -365.703 -191.741 -70.637 N65 max 7.394 41.646 9.78 min -4.517 -23.951 -9.584 N66 max 55.056 91.036 9.584 min -89.63 -107.888 -9.78 Totals: max 1980.578 1992.04 958.616 min -1980.576 841.417 -958.615 Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks Member Shape Code CheckLoc[in]LCShear CheckLoc[in]DirLCphi*Pnc [lb] phi*Pnt [lb] phi*Mn y-y [lb-in] phi*Mn z-z [lb-in] Cb Eqn M11 PIPE_2.0 0.918 22.969 8 0.11 22.313 8 23088.171 22459.5 22459.5 H1-1b M8 PIPE_2.0 0.915 22.969 8 0.116 22.313 8 23088.171 22459.5 22459.5 H1-1b M35 L2.5X2.5X3 0.609 0.02 y 6 12597.457 29192.4 10470.885 18885.394 1.5 H2-1 M51 L2.5X2.5X3 0.608 0.02 y 4 12597.457 29192.4 10470.885 18885.394 1.5 H2-1 M3 PIPE_2.0 0.348 0.419 6 17855.085 22459.5 22459.5 H3-6 M6 PIPE_2.0 0.345 0.418 1017855.085 22459.5 22459.5 H3-6 M36 L2.5X2.5X3 0.303 0.01 y 6 12597.457 29192.4 10470.885 18885.394 1.5 H2-1 M52 L2.5X2.5X3 0.303 0.01 y 4 12597.457 29192.4 10470.885 18885.394 1.5 H2-1 M20 2"X0.5"PLATE 0.3 9.995 8 0.204 28.22 y 12 5909.701 1.136H1-1a M18 2"X0.5"PLATE 0.297 18.226 2 0.205 28.22 y 10 5909.701 1.136H1-1a M24 2"X0.5"PLATE 0.293 18.226 8 0.206 28.22 y 4 5909.701 1.136H1-1a M22 2"X0.5"PLATE 0.289 9.995 2 0.206 28.22 y 6 5909.701 1.136H1-1a M44 2"X0.625"PLATE 0.078 0.069 17.625 y 4 31662.575 6328.109 2.13 H1-1b M38 2"X0.625"PLATE 0.078 17.625 4 0.069 y 6 31662.575 6328.109 2.129H1-1b M45 2"X0.625"PLATE 0.078 0.068 17.625 y 1231662.575 6328.109 2.13 H1-1b M37 2"X0.625"PLATE 0.077 17.62512 0.068 y 1031662.575 6328.109 2.128H1-1b M50 2"X0.625"PLATE 0.019 0.028 17.625 y 6 31662.575 6328.109 1.138H1-1b M43 2"X0.625"PLATE 0.019 17.625 4 0.028 y 4 31662.575 6328.109 1.138H1-1b Company Designer Job Number Model Name : : : : Albul Engineering, LLC DVA 35661.GTW.MSA.R231458.0 Croton on Hudson Checked By : __________ RISA-3D Version 22 [ 14652291 Croton on Hudson ( Ballast ) (… Envelope AISI S100-20: LRFD Member Cold Formed Steel Code Checks Member Shape Code Check Loc[in]LC Shear Check Loc[in]DirLCphi*Pn[lb] phi*Tn[lb] phi*Mnyy[lb-in] phi*Mnzz[lb-in] phi*Vny[lb] phi*Vnz[lb] Cb Eqn 1 M31 UNISTRUTP1000_CFA 0.818 63.75 2 0.067 110.234 y 313147.42714561.346 3692.837 6930.535 2202.1814404.3622.53H1.2-1 2 M30 UNISTRUTP1000_CFA 0.815 63.75 2 0.067 110.234 y 313147.42714561.346 3692.837 6930.535 2202.1814404.3622.53H1.2-1 3 M16 UNISTRUTP1000_CFA 0.814 17.266 8 0.06 110.234 y 373147.42714561.346 4144.184 6886.851 2202.1814404.3622.52H1.2-1 4 M26 UNISTRUTP1000_CFA 0.809 17.266 8 0.06 110.234 y 373147.42714561.346 4144.184 6886.851 2202.1814404.3622.52H1.2-1 RRH BALLAST FRAME CALCULATIONS Date: 5/16/2025 Site Name: Croton on Hudson Site Number: Engineer: DVA Project No: 35661.GTW.MSA.R231458.0 IBC: ASCE Standard: ASCE 7-16 Frame Length: 7.00 ft Frame Width: 7.53 ft Friction Coefficient: 0.8 Ballast Block Type: 8x8x16 Solid CMU Assumed Block Weight: lbs Proposed Ballast Blocks: Overturning Forces Type of Load Wind Force (lbs) Moment Arm (ft) Load Factor Safety Factor Overturning Moment (lb-ft) Frame Wind Load 1.94 1.0 1.0 RRH & TMA Wind Load 3.50 1.0 1.0 Total Overturning Moment: 5,072 lb-ft Resisting Overturning Forces Type of Load Weight (lbs) Moment Arm (ft) Load Factor Safety Factor Resisting Moment (lb-ft) Frame Dead Load 3.50 0.9 1.0 RRH & TMA Dead Load 3.50 0.9 1.0 Ballast Dead Load 3.50 0.9 1.0 Total Resisting Moment: 6,591 lb-ft Total of Ballast Blocks: Total of Ballast : lbs SLIDING CHECK Frame Weight: lbs Equipment Weight: lbs Ballast Weight: lbs Total Weight: 2,029 lbs Sliding Force: 1,673.8 lbs Total Wind Force: 1,593.8 lbs lbs Tributary Area: 52.72 Slide Check: 95.2% ASCE Hazards Report Address: No Address at This Location Standard: ASCE/SEI 7-16 Latitude: 41.208303 Risk Category: III Longitude: -73.887708 Soil Class: D - Stiff Soil Elevation: 118.0688890800416 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: Wed May 07 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/ Wed May 07 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: Wed May 07 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/ Wed May 07 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 Wed May 07 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. 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