WWYK263009_65 Design Analysis_Part18_Part2.pdf

PDF 515 KB Posted Jan 23, 2025

Attached to: Bomber Agile Common Hangar; 4-Dock Hangar at Tinker Air Force Base
Solicitation number: W912BV25S0014
Issued by: Department of the Army Corps of Engineers Engineering District Tulsa

About this file

Written by GovTribe AI · Jan 23, 2025

This file contains structural analysis results and engineering drawings from ETABS v21.1.0 software for a storm shelter component of the Bomber Agile Common Hangar project at Tinker Air Force Base. The analysis includes detailed story drifts, displacements, and forces for the roof structure, with maximum drift ratios ranging from 1.016 to 1.637. The drawings show the layout of shear walls labeled SW-1 through SW-6 and SW-A through SW-G, with their dimensions and ultimate wind load values ranging from 1.6 kip to 26.67 kip.

The structural design indicates a composite metal deck with 4.5" lightweight concrete (6.5" total thickness) reinforced with #3 bars at 12" each way centered in the slab. The roof framing utilizes W14X22 steel beams spaced at 6'-8" on center, with a top of steel elevation of 115'-1.5" referenced from the finished first floor elevation of 100'-0". Modal analysis results show three primary modes with periods of 0.037, 0.021, and 0.020 seconds, with corresponding mass participation ratios indicating dominant response in both horizontal directions and torsion.

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Analysis Results 11/13/2024

ETABS v21.1.0 Page 14 of 23

Table 3.4 - Diaphragm Max Over Avg Drifts (continued)

Story Output Case Case Type Step Type

Item Max Drift Avg Drift Ratio Label Max

Loc X ft

Max Loc Y ft

Max Loc Z ft

Roof Deflection 2 Combination Diaph D1 Y 6E-06 6E-06 1.016 247 50 19.503 15.67

3.2 Story Results

Table 3.5 - Story Max Over Avg Displacements

Story Output Case Case Type Step Type

Direction Maximum in Average in Ratio

Roof Dead LinStatic Y 0.000373 0.000367 1.016

Roof Seismic X LinStatic Max X 0.000129 0.000125 1.039

Roof Seismic X LinStatic Max Y 2.8E-05 1.8E-05 1.555

Roof Seismic X LinStatic Min X 0.000119 0.000116 1.034

Roof Seismic Y LinStatic Max Y 0.000437 0.000371 1.176

Roof Seismic Y LinStatic Min Y 0.000393 0.000339 1.16

Roof Seismic Z LinStatic Y 8E-06 8E-06 1.016

Roof Tornado X1D LinStatic X 0.000131 9.9E-05 1.322

Roof Tornado X1D LinStatic Y 0.000597 0.000543 1.099

Roof Tornado X2D LinStatic X 0.001148 0.001098 1.045

Roof Tornado Y1D LinStatic Y 0.002437 0.00235 1.037

Roof Tornado Y2D LinStatic Y 0.005342 0.004265 1.253

Roof Long Term Dead LinStatic Y 0.000746 0.000735 1.016

Roof Immediate Roof Live LinStatic Y 7.5E-05 7.3E-05 1.016

Roof ASD 1 Combination Y 0.000373 0.000367 1.016

Roof ASD 2 Combination Y 0.000373 0.000367 1.016

Roof ASD 3 Combination Y 0.000373 0.000367 1.016

Roof ASD 4 Combination Y 0.000373 0.000367 1.016

Roof ASD 5X1 Combination X 5.2E-05 3.7E-05 1.428

Roof ASD 5X1 Combination Y 6.8E-05 4.2E-05 1.637

Roof ASD 5X2 Combination X 0.00067 0.000636 1.052

Roof ASD 5X2 Combination Y 0.000462 0.000406 1.139

Roof ASD 5Y1 Combination Y 0.001101 0.001043 1.056

Roof ASD 5Y2 Combination Y 0.002844 0.002192 1.298

Roof ASD 6X1 Combination X 3.3E-05 2.2E-05 1.5

Roof ASD 6X1 Combination Y 0.000141 0.000123 1.149

Roof ASD 6X2 Combination X 0.000497 0.000471 1.055

Roof ASD 6X2 Combination Y 0.00044 0.000396 1.11

Roof ASD 6Y1 Combination Y 0.000735 0.00069 1.065

Roof ASD 6Y2 Combination Y 0.002042 0.001552 1.316

Roof ASD 7X1 Combination X 6.3E-05 4.6E-05 1.373

Roof ASD 7X1 Combination Y 0.000134 0.000105 1.273

Roof ASD 7X2 Combination X 0.000677 0.000645 1.05

Roof ASD 7X2 Combination Y 0.000313 0.000259 1.208

Roof ASD 7Y1 Combination Y 0.001245 0.001189 1.047

Roof ASD 7Y2 Combination Y 0.002988 0.002339 1.278

Roof ASD 8X Combination Max X 7.1E-05 6.5E-05 1.095

ETABS v21.1.0 Page 15 of 23

Table 3.5 - Story Max Over Avg Displacements (continued)

Story Output Case Case Type Step Type

Direction Maximum in Average in Ratio

Roof ASD 8X Combination Max Y 0.000371 0.000359 1.034

Roof ASD 8X Combination Min X 6.2E-05 5.7E-05 1.095

Roof ASD 8X Combination Min Y 0.00038 0.000372 1.02

Roof ASD 8Y Combination Max Y 0.000164 0.000113 1.458

Roof ASD 8Y Combination Min X 4.9E-05 2.2E-05 2.273

Roof ASD 8Y Combination Min Y 0.000179 0.000135 1.324

Roof ASD 9X Combination Max X 4.8E-05 4.3E-05 1.128

Roof ASD 9X Combination Max Y 0.000372 0.000361 1.029

Roof ASD 9X Combination Min Y 0.000378 0.000371 1.019

Roof ASD 9Y Combination Max Y 0.000217 0.000176 1.228

Roof ASD 9Y Combination Min X 4.4E-05 2.2E-05 1.982

Roof ASD 9Y Combination Min Y 0.000228 0.000193 1.178

Roof ASD 10X Combination Max X 7.9E-05 7.5E-05 1.063

Roof ASD 10X Combination Max Y 0.000211 0.000202 1.047

Roof ASD 10X Combination Min X 7.1E-05 6.7E-05 1.058

Roof ASD 10X Combination Min Y 0.00022 0.000215 1.023

Roof ASD 10Y Combination Max Y 9.4E-05 4.5E-05 2.096

Roof ASD 10Y Combination Min X 3.8E-05 1.2E-05 3.193

Roof ASD 10Y Combination Min Y 6.4E-05 2.2E-05 2.839

Roof ASD Envelope Combination Max X 0.000677 0.000645 1.05

Roof ASD Envelope Combination Max Y 0.002988 0.002339 1.278

Roof ASD Envelope Combination Min X 0.000319 0.000171 1.864

Roof ASD Envelope Combination Min Y 0.000462 0.000448 1.032

Roof LRFD 1 Combination Y 0.000522 0.000514 1.016

Roof LRFD 2 Combination Y 0.000448 0.000441 1.016

Roof LRFD 3 Combination Y 0.000448 0.000441 1.016

Roof LRFD 3X1 Combination X 3.4E-05 2.2E-05 1.532

Roof LRFD 3X1 Combination Y 0.000189 0.000169 1.117

Roof LRFD 3X2 Combination X 0.000551 0.000522 1.056

Roof LRFD 3X2 Combination Y 0.000522 0.000473 1.104

Roof LRFD 3Y1 Combination Y 0.000785 0.000734 1.069

Roof LRFD 3Y2 Combination Y 0.002237 0.001692 1.322

Roof LRFD 4X1 Combination X 0.0001 7.2E-05 1.387

Roof LRFD 4X1 Combination Y 0.000149 0.000102 1.458

Roof LRFD 4X2 Combination X 0.001125 0.001071 1.05

Roof LRFD 4X2 Combination Y 0.000597 0.000505 1.18

Roof LRFD 4Y1 Combination Y 0.002003 0.001909 1.049

Roof LRFD 4Y2 Combination Y 0.004908 0.003824 1.283

Roof LRFD 5X1 Combination X 0.000107 7.9E-05 1.366

Roof LRFD 5X1 Combination Y 0.000261 0.000212 1.229

Roof LRFD 5X2 Combination X 0.001131 0.001078 1.049

Roof LRFD 5X2 Combination Y 0.000485 0.000395 1.226

Roof LRFD 5Y1 Combination Y 0.002112 0.002019 1.046

Roof LRFD 5Y2 Combination Y 0.005017 0.003934 1.275

Roof LRFD 6X Combination Max X 0.000106 9.8E-05 1.082

ETABS v21.1.0 Page 16 of 23

Table 3.5 - Story Max Over Avg Displacements (continued)

Story Output Case Case Type Step Type

Direction Maximum in Average in Ratio

Roof LRFD 6X Combination Max Y 0.000445 0.000429 1.037

Roof LRFD 6X Combination Min X 9.3E-05 8.6E-05 1.08

Roof LRFD 6X Combination Min Y 0.000457 0.000448 1.021

Roof LRFD 6Y Combination Max Y 0.00015 7.7E-05 1.94

Roof LRFD 6Y Combination Min X 6.5E-05 2.6E-05 2.5

Roof LRFD 6Y Combination Min Y 0.00017 0.000109 1.562

Roof LRFD 7X Combination Max X 0.000112 0.000105 1.065

Roof LRFD 7X Combination Max Y 0.000318 0.000304 1.046

Roof LRFD 7X Combination Min X 0.0001 9.4E-05 1.061

Roof LRFD 7X Combination Min Y 0.00033 0.000323 1.022

Roof LRFD 7Y Combination Max Y 0.000119 4.8E-05 2.459

Roof LRFD 7Y Combination Min X 5.6E-05 1.8E-05 3.082

Roof LRFD 7Y Combination Min Y 7.6E-05 1.6E-05 4.625

Roof LRFD Envelope Combination Max X 0.001131 0.001078 1.049

Roof LRFD Envelope Combination Max Y 0.005017 0.003934 1.275

Roof LRFD Envelope Combination Min X 0.000519 0.000273 1.901

Roof LRFD Envelope Combination Min Y 0.000597 0.000551 1.082

Roof Collapse Load 1 Combination Y 0.000336 0.000331 1.016

Roof Collapse Load 2 Combination Y 0.000448 0.000441 1.016

Roof Deflection 1 Combination Y 7.5E-05 7.3E-05 1.016

Roof Deflection 2 Combination Y 0.001194 0.001176 1.016

Table 3.6 - Story Drifts

Story Output Case Case Type Step Type

Direction Drift Label X ft

Y ft

Z ft

Roof Dead LinStatic Y 2E-06 247 50 19.503 15.67

Roof Seismic X LinStatic Max X 1E-06 411 2.7777 29.67 15.67

Roof Seismic X LinStatic Max Y 1.495E-07 482 0 2.2917 15.67

Roof Seismic X LinStatic Min X 1E-06 235 50 13.002 15.67

Roof Seismic Y LinStatic Max Y 2E-06 482 0 2.2917 15.67

Roof Seismic Y LinStatic Min Y 2E-06 482 0 2.2917 15.67

Roof Seismic Z LinStatic Y 4.128E-08 247 50 19.503 15.67

Roof Tornado X1D LinStatic X 1E-06 296 3.125 0 15.67

Roof Tornado X1D LinStatic Y 3E-06 247 50 19.503 15.67

Roof Tornado X2D LinStatic X 6E-06 411 2.7777 29.67 15.67

Roof Tornado Y1D LinStatic Y 1.3E-05 482 0 2.2917 15.67

Roof Tornado Y2D LinStatic Y 2.8E-05 482 0 2.2917 15.67

Roof Long Term Dead LinStatic Y 4E-06 247 50 19.503 15.67

Roof Immediate Roof Live LinStatic Y 3.97E-07 247 50 19.503 15.67

Roof ASD 1 Combination Y 2E-06 247 50 19.503 15.67

Roof ASD 2 Combination Y 2E-06 247 50 19.503 15.67

Roof ASD 3 Combination Y 2E-06 247 50 19.503 15.67

Roof ASD 4 Combination Y 2E-06 247 50 19.503 15.67

Roof ASD 5X1 Combination X 2.785E-07 296 3.125 0 15.67

Roof ASD 5X1 Combination Y 3.614E-07 482 0 2.2917 15.67

ETABS v21.1.0 Page 17 of 23

Table 3.6 - Story Drifts (continued)

Story Output Case Case Type Step Type

Direction Drift Label X ft

Y ft

Z ft

Roof ASD 5X2 Combination X 4E-06 411 2.7777 29.67 15.67

Roof ASD 5X2 Combination Y 2E-06 239 50 15.169 15.67

Roof ASD 5Y1 Combination Y 6E-06 482 0 2.2917 15.67

Roof ASD 5Y2 Combination Y 1.5E-05 482 0 2.2917 15.67

Roof ASD 6X1 Combination X 1.739E-07 296 3.125 0 15.67

Roof ASD 6X1 Combination Y 1E-06 482 0 2.2917 15.67

Roof ASD 6X2 Combination X 3E-06 411 2.7777 29.67 15.67

Roof ASD 6X2 Combination Y 2E-06 247 50 19.503 15.67

Roof ASD 6Y1 Combination Y 4E-06 482 0 2.2917 15.67

Roof ASD 6Y2 Combination Y 1.1E-05 482 0 2.2917 15.67

Roof ASD 7X1 Combination X 3.344E-07 296 3.125 0 15.67

Roof ASD 7X1 Combination Y 1E-06 247 50 19.503 15.67

Roof ASD 7X2 Combination X 4E-06 411 2.7777 29.67 15.67

Roof ASD 7X2 Combination Y 2E-06 247 50 19.503 15.67

Roof ASD 7Y1 Combination Y 7E-06 482 0 2.2917 15.67

Roof ASD 7Y2 Combination Y 1.6E-05 482 0 2.2917 15.67

Roof ASD 8X Combination Max X 3.771E-07 411 2.7777 29.67 15.67

Roof ASD 8X Combination Max Y 2E-06 247 50 19.503 15.67

Roof ASD 8X Combination Min X 3.309E-07 411 2.7777 29.67 15.67

Roof ASD 8X Combination Min Y 2E-06 247 50 19.503 15.67

Roof ASD 8Y Combination Max Y 1E-06 247 50 19.503 15.67

Roof ASD 8Y Combination Min X 2.628E-07 296 3.125 0 15.67

Roof ASD 8Y Combination Min Y 1E-06 247 50 19.503 15.67

Roof ASD 9X Combination Max X 2.571E-07 411 2.7777 29.67 15.67

Roof ASD 9X Combination Max Y 2E-06 247 50 19.503 15.67

Roof ASD 9X Combination Min Y 2E-06 247 50 19.503 15.67

Roof ASD 9Y Combination Max Y 1E-06 247 50 19.503 15.67

Roof ASD 9Y Combination Min X 2.321E-07 296 3.125 0 15.67

Roof ASD 9Y Combination Min Y 1E-06 247 50 19.503 15.67

Roof ASD 10X Combination Max X 4.213E-07 411 2.7777 29.67 15.67

Roof ASD 10X Combination Max Y 1E-06 247 50 19.503 15.67

Roof ASD 10X Combination Min X 3.751E-07 411 2.7777 29.67 15.67

Roof ASD 10X Combination Min Y 1E-06 247 50 19.503 15.67

Roof ASD 10Y Combination Max Y 1E-06 482 0 2.2917 15.67

Roof ASD 10Y Combination Min X 2.028E-07 296 3.125 0 15.67

Roof ASD 10Y Combination Min Y 3.393E-07 482 0 2.2917 15.67

Roof ASD Envelope Combination Max X 4E-06 411 2.7777 29.67 15.67

Roof ASD Envelope Combination Max Y 1.6E-05 482 0 2.2917 15.67

Roof ASD Envelope Combination Min X 2E-06 296 3.125 0 15.67

Roof ASD Envelope Combination Min Y 2E-06 239 50 15.169 15.67

Roof LRFD 1 Combination Y 3E-06 247 50 19.503 15.67

Roof LRFD 2 Combination Y 2E-06 247 50 19.503 15.67

Roof LRFD 3 Combination Y 2E-06 247 50 19.503 15.67

Roof LRFD 3X1 Combination X 1.808E-07 296 3.125 0 15.67

Roof LRFD 3X1 Combination Y 1E-06 482 0 2.2917 15.67

ETABS v21.1.0 Page 18 of 23

Table 3.6 - Story Drifts (continued)

Story Output Case Case Type Step Type

Direction Drift Label X ft

Y ft

Z ft

Roof LRFD 3X2 Combination X 3E-06 411 2.7777 29.67 15.67

Roof LRFD 3X2 Combination Y 3E-06 247 50 19.503 15.67

Roof LRFD 3Y1 Combination Y 4E-06 482 0 2.2917 15.67

Roof LRFD 3Y2 Combination Y 1.2E-05 482 0 2.2917 15.67

Roof LRFD 4X1 Combination X 1E-06 296 3.125 0 15.67

Roof LRFD 4X1 Combination Y 1E-06 247 50 19.503 15.67

Roof LRFD 4X2 Combination X 6E-06 411 2.7777 29.67 15.67

Roof LRFD 4X2 Combination Y 3E-06 247 50 19.503 15.67

Roof LRFD 4Y1 Combination Y 1.1E-05 482 0 2.2917 15.67

Roof LRFD 4Y2 Combination Y 2.6E-05 482 0 2.2917 15.67

Roof LRFD 5X1 Combination X 1E-06 296 3.125 0 15.67

Roof LRFD 5X1 Combination Y 1E-06 247 50 19.503 15.67

Roof LRFD 5X2 Combination X 6E-06 411 2.7777 29.67 15.67

Roof LRFD 5X2 Combination Y 3E-06 239 50 15.169 15.67

Roof LRFD 5Y1 Combination Y 1.1E-05 482 0 2.2917 15.67

Roof LRFD 5Y2 Combination Y 2.7E-05 482 0 2.2917 15.67

Roof LRFD 6X Combination Max X 1E-06 411 2.7777 29.67 15.67

Roof LRFD 6X Combination Max Y 2E-06 247 50 19.503 15.67

Roof LRFD 6X Combination Min X 4.963E-07 411 2.7777 29.67 15.67

Roof LRFD 6X Combination Min Y 2E-06 247 50 19.503 15.67

Roof LRFD 6Y Combination Max Y 1E-06 247 50 19.503 15.67

Roof LRFD 6Y Combination Min X 3.434E-07 296 3.125 0 15.67

Roof LRFD 6Y Combination Min Y 1E-06 247 50 19.503 15.67

Roof LRFD 7X Combination Max X 1E-06 411 2.7777 29.67 15.67

Roof LRFD 7X Combination Max Y 2E-06 247 50 19.503 15.67

Roof LRFD 7X Combination Min X 1E-06 411 2.7777 29.67 15.67

Roof LRFD 7X Combination Min Y 2E-06 247 50 19.503 15.67

Roof LRFD 7Y Combination Max Y 1E-06 482 0 2.2917 15.67

Roof LRFD 7Y Combination Min X 2.957E-07 296 3.125 0 15.67

Roof LRFD 7Y Combination Min Y 4.023E-07 482 0 2.2917 15.67

Roof LRFD Envelope Combination Max X 6E-06 411 2.7777 29.67 15.67

Roof LRFD Envelope Combination Max Y 2.7E-05 482 0 2.2917 15.67

Roof LRFD Envelope Combination Min X 3E-06 296 3.125 0 15.67

Roof LRFD Envelope Combination Min Y 3E-06 247 50 19.503 15.67

Roof Collapse Load 1 Combination Y 2E-06 247 50 19.503 15.67

Roof Collapse Load 2 Combination Y 2E-06 247 50 19.503 15.67

Roof Deflection 1 Combination Y 3.97E-07 247 50 19.503 15.67

Roof Deflection 2 Combination Y 6E-06 247 50 19.503 15.67

Table 3.7 - Story Forces

Story Output Case Case Type Step Type

Location P kip

kip

T kip-ft

kip-ft

Roof Dead LinStatic Top 154.985 0 0 0 2181.6249 -3676.6495

Roof Dead LinStatic Bottom 388.941 0 0 0 5537.2403 -9686.5346

Roof Roof Live LinStatic Top 0 0 0 0 0 0

ETABS v21.1.0 Page 19 of 23

Table 3.7 - Story Forces (continued)

Story Output Case Case Type Step Type

Location P kip

kip

T kip-ft

kip-ft

Roof Roof Live LinStatic Bottom 0 0 0 0 0 0

Roof Collapse Load LinStatic Top 0 0 0 0 0 0

Roof Collapse Load LinStatic Bottom 0 0 0 0 0 0

Roof Seismic X LinStatic Max Top 0 -7.356 0 115.285 0 0

Roof Seismic X LinStatic Max Bottom 0 -7.356 0 115.285 0 -115.2639

Roof Seismic X LinStatic Min Top 0 -7.356 0 93.4607 0 0

Roof Seismic X LinStatic Min Bottom 0 -7.356 0 93.4607 0 -115.2639

Roof Seismic Y LinStatic Max Top 0 0 -7.356 -161.3418 0 0

Roof Seismic Y LinStatic Max Bottom 0 0 -7.356 -161.3418 115.2639 0

Roof Seismic Y LinStatic Min Top 0 0 -7.356 -198.1203 0 0

Roof Seismic Y LinStatic Min Bottom 0 0 -7.356 -198.1203 115.2639 0

Roof Seismic Z LinStatic Top 3.224 0 0 0 45.3778 -76.4743

Roof Seismic Z LinStatic Bottom 8.09 0 0 0 115.1746 -201.4799

Roof Live LinStatic Top 0 0 0 0 0 0

Roof Live LinStatic Bottom 0 0 0 0 0 0

Roof Tornado X1D LinStatic Top -251.662 -4.55 0 35.9632 -3543.0896 5973.7345

Roof Tornado X1D LinStatic Bottom -251.662 -4.55 0 35.9632 -3543.0896 5902.436

Roof Tornado X2D LinStatic Top 75.653 -67.76 0 989.4228 1065.0994 -1795.7832

Roof Tornado X2D LinStatic Bottom 75.653 -67.76 0 989.4228 1065.0994 -2857.5824

Roof Tornado Y1D LinStatic Top -251.662 0 -38.765 -1171.6488 -3543.0896 5973.7345

Roof Tornado Y1D LinStatic Bottom -251.662 0 -38.765 -1171.6488 -2935.6421 5973.7345

Roof Tornado Y2D LinStatic Top 75.653 0 -89.19 -1786.3268 1065.0994 -1795.7832

Roof Tornado Y2D LinStatic Bottom 75.936 0 -89.19 -1786.3268 2464.3445 -1795.7832

Roof Tornado X1R LinStatic Top 0 0 0 0 0 0

Roof Tornado X1R LinStatic Bottom 0 0 0 0 0 0

Roof Tornado X2R LinStatic Top 0 0 0 0 0 0

Roof Tornado X2R LinStatic Bottom 0 0 0 0 0 0

Roof Tornado Y1R LinStatic Top 0 0 0 0 0 0

Roof Tornado Y1R LinStatic Bottom 0 0 0 0 0 0

Roof Tornado Y2R LinStatic Top 0 0 0 0 0 0

Roof Tornado Y2R LinStatic Bottom 0 0 0 0 0 0

Roof Long Term Dead LinStatic Top 309.97 0 0 0 4363.2497 -7353.2989

Roof Long Term Dead LinStatic Bottom 777.883 0 0 0 11074.4805 -19373.0692

Roof Immediate Roof Live LinStatic Top 30.997 0 0 0 436.325 -735.3299

Roof Immediate Roof Live LinStatic Bottom 77.788 0 0 0 1107.4481 -1937.3069

Roof ASD 1 Combination Top 154.985 0 0 0 2181.6249 -3676.6495

Roof ASD 1 Combination Bottom 388.941 0 0 0 5537.2403 -9686.5346

Roof ASD 2 Combination Top 154.985 0 0 0 2181.6249 -3676.6495

Roof ASD 2 Combination Bottom 388.941 0 0 0 5537.2403 -9686.5346

Roof ASD 3 Combination Top 154.985 0 0 0 2181.6249 -3676.6495

Roof ASD 3 Combination Bottom 388.941 0 0 0 5537.2403 -9686.5346

Roof ASD 4 Combination Top 154.985 0 0 0 2181.6249 -3676.6495

Roof ASD 4 Combination Bottom 388.941 0 0 0 5537.2403 -9686.5346

Roof ASD 5X1 Combination Top 3.988 -2.73 0 21.5779 55.7711 -92.4087

Roof ASD 5X1 Combination Bottom 237.944 -2.73 0 21.5779 3411.3865 -6145.073

ETABS v21.1.0 Page 20 of 23

Table 3.7 - Story Forces (continued)

Story Output Case Case Type Step Type

Location P kip

kip

T kip-ft

kip-ft

Roof ASD 5X2 Combination Top 200.377 -40.656 0 593.6537 2820.6845 -4754.1194

Roof ASD 5X2 Combination Bottom 434.333 -40.656 0 593.6537 6176.2999 -11401.084

Roof ASD 5Y1 Combination Top 3.988 0 -23.259 -702.9893 55.7711 -92.4087

Roof ASD 5Y1 Combination Bottom 237.944 0 -23.259 -702.9893 3775.855 -6102.2939

Roof ASD 5Y2 Combination Top 200.377 0 -53.514 -1071.7961 2820.6845 -4754.1194

Roof ASD 5Y2 Combination Bottom 434.503 0 -53.514 -1071.7961 7015.847 -10764.0045

Roof ASD 6X1 Combination Top 41.737 -2.048 0 16.1834 587.2346 -988.4689

Roof ASD 6X1 Combination Bottom 275.694 -2.047 0 16.1834 3942.8499 -7030.4384

Roof ASD 6X2 Combination Top 189.029 -30.492 0 445.2403 2660.9196 -4484.7519

Roof ASD 6X2 Combination Bottom 422.985 -30.492 0 445.2403 6016.535 -10972.4467

Roof ASD 6Y1 Combination Top 41.737 0 -17.444 -527.242 587.2346 -988.4689

Roof ASD 6Y1 Combination Bottom 275.694 0 -17.444 -527.242 4216.2013 -6998.3541

Roof ASD 6Y2 Combination Top 189.029 0 -40.135 -803.8471 2660.9196 -4484.7519

Roof ASD 6Y2 Combination Bottom 423.113 0 -40.135 -803.8471 6646.1953 -10494.637

Roof ASD 7X1 Combination Top -58.006 -2.73 0 21.5779 -816.8788 1378.2511

Roof ASD 7X1 Combination Bottom 82.368 -2.73 0 21.5779 1196.4904 -2270.4591

Roof ASD 7X2 Combination Top 138.383 -40.656 0 593.6537 1948.0345 -3283.4596

Roof ASD 7X2 Combination Bottom 278.757 -40.656 0 593.6537 3961.4038 -7526.4702

Roof ASD 7Y1 Combination Top -58.006 0 -23.259 -702.9893 -816.8788 1378.2511

Roof ASD 7Y1 Combination Bottom 82.368 0 -23.259 -702.9893 1560.9589 -2227.68

Roof ASD 7Y2 Combination Top 138.383 0 -53.514 -1071.7961 1948.0345 -3283.4596

Roof ASD 7Y2 Combination Bottom 278.926 0 -53.514 -1071.7961 4800.9509 -6889.3907

Roof ASD 8X Combination Max Top 157.241 -5.149 0 80.6995 2213.3893 -3730.1815

Roof ASD 8X Combination Max Bottom 394.604 -5.149 0 80.6995 5617.8625 -9908.2552

Roof ASD 8X Combination Min Top 157.241 -5.149 0 65.4225 2213.3893 -3730.1815

Roof ASD 8X Combination Min Bottom 394.604 -5.149 0 65.4225 5617.8625 -9908.2552

Roof ASD 8Y Combination Max Top 157.241 0 -5.149 -112.9393 2213.3893 -3730.1815

Roof ASD 8Y Combination Max Bottom 394.604 0 -5.149 -112.9393 5698.5472 -9827.5705

Roof ASD 8Y Combination Min Top 157.241 0 -5.149 -138.6842 2213.3893 -3730.1815

Roof ASD 8Y Combination Min Bottom 394.604 0 -5.149 -138.6842 5698.5472 -9827.5705

Roof ASD 9X Combination Max Top 156.677 -3.862 0 60.5246 2205.4482 -3716.7985

Roof ASD 9X Combination Max Bottom 393.189 -3.862 0 60.5246 5597.7069 -9852.8251

Roof ASD 9X Combination Min Top 156.677 -3.862 0 49.0668 2205.4482 -3716.7985

Roof ASD 9X Combination Min Bottom 393.189 -3.862 0 49.0668 5597.7069 -9852.8251

Roof ASD 9Y Combination Max Top 156.677 0 -3.862 -84.7044 2205.4482 -3716.7985

Roof ASD 9Y Combination Max Bottom 393.189 0 -3.862 -84.7044 5658.2204 -9792.3116

Roof ASD 9Y Combination Min Top 156.677 0 -3.862 -104.0132 2205.4482 -3716.7985

Roof ASD 9Y Combination Min Bottom 393.189 0 -3.862 -104.0132 5658.2204 -9792.3116

Roof ASD 10X Combination Max Top 90.734 -5.149 0 80.6995 1277.2105 -2152.4577

Roof ASD 10X Combination Max Bottom 227.702 -5.149 0 80.6995 3241.7219 -5751.5695

Roof ASD 10X Combination Min Top 90.734 -5.149 0 65.4225 1277.2105 -2152.4577

Roof ASD 10X Combination Min Bottom 227.702 -5.149 0 65.4225 3241.7219 -5751.5695

Roof ASD 10Y Combination Max Top 90.734 0 -5.149 -112.9393 1277.2105 -2152.4577

Roof ASD 10Y Combination Max Bottom 227.702 0 -5.149 -112.9393 3322.4066 -5670.8848

Roof ASD 10Y Combination Min Top 90.734 0 -5.149 -138.6842 1277.2105 -2152.4577

ETABS v21.1.0 Page 21 of 23

Table 3.7 - Story Forces (continued)

Story Output Case Case Type Step Type

Location P kip

kip

T kip-ft

kip-ft

Roof ASD 10Y Combination Min Bottom 227.702 0 -5.149 -138.6842 3322.4066 -5670.8848

Roof ASD Envelope Combination Max Top 200.377 0 0 593.6537 2820.6845 1378.2511

Roof ASD Envelope Combination Max Bottom 466.73 0 0 593.6537 7015.847 -2227.68

Roof ASD Envelope Combination Min Top -58.006 -40.656 -53.514 -1071.7961 -816.8788 -4754.1194

Roof ASD Envelope Combination Min Bottom 82.368 -40.656 -53.514 -1071.7961 1196.4904 -11623.8415

Roof LRFD 1 Combination Top 216.979 0 0 0 3054.2748 -5147.3092

Roof LRFD 1 Combination Bottom 544.518 0 0 0 7752.1364 -13561.1484

Roof LRFD 2 Combination Top 185.982 0 0 0 2617.9498 -4411.9793

Roof LRFD 2 Combination Bottom 466.73 0 0 0 6644.6883 -11623.8415

Roof LRFD 3 Combination Top 185.982 0 0 0 2617.9498 -4411.9793

Roof LRFD 3 Combination Bottom 466.73 0 0 0 6644.6883 -11623.8415

Roof LRFD 3X1 Combination Top 60.151 -2.275 0 17.9816 846.405 -1425.1121

Roof LRFD 3X1 Combination Bottom 340.899 -2.275 0 17.9816 4873.1435 -8672.6235

Roof LRFD 3X2 Combination Top 223.808 -33.88 0 494.7114 3150.4995 -5309.8709

Roof LRFD 3X2 Combination Bottom 504.556 -33.88 0 494.7114 7177.238 -13052.6327

Roof LRFD 3Y1 Combination Top 60.151 0 -19.382 -585.8244 846.405 -1425.1121

Roof LRFD 3Y1 Combination Bottom 340.899 0 -19.382 -585.8244 5176.8673 -8636.9743

Roof LRFD 3Y2 Combination Top 223.808 0 -44.595 -893.1634 3150.4995 -5309.8709

Roof LRFD 3Y2 Combination Bottom 504.698 0 -44.595 -893.1634 7876.8606 -12521.7331

Roof LRFD 4X1 Combination Top -65.68 -4.55 0 35.9632 -925.1398 1561.7552

Roof LRFD 4X1 Combination Bottom 215.068 -4.55 0 35.9632 3101.5987 -5721.4055

Roof LRFD 4X2 Combination Top 261.635 -67.76 0 989.4228 3683.0492 -6207.7626

Roof LRFD 4X2 Combination Bottom 542.382 -67.76 0 989.4228 7709.7877 -14481.4239

Roof LRFD 4Y1 Combination Top -65.68 0 -38.765 -1171.6488 -925.1398 1561.7552

Roof LRFD 4Y1 Combination Bottom 215.068 0 -38.765 -1171.6488 3709.0463 -5650.107

Roof LRFD 4Y2 Combination Top 261.635 0 -89.19 -1786.3268 3683.0492 -6207.7626

Roof LRFD 4Y2 Combination Bottom 542.666 0 -89.19 -1786.3268 9109.0328 -13419.6247

Roof LRFD 5X1 Combination Top -112.175 -4.55 0 35.9632 -1579.6272 2664.75

Roof LRFD 5X1 Combination Bottom 98.385 -4.55 0 35.9632 1440.4266 -2815.4451

Roof LRFD 5X2 Combination Top 215.139 -67.76 0 989.4228 3028.5617 -5104.7677

Roof LRFD 5X2 Combination Bottom 425.7 -67.76 0 989.4228 6048.6156 -11575.4635

Roof LRFD 5Y1 Combination Top -112.175 0 -38.765 -1171.6488 -1579.6272 2664.75

Roof LRFD 5Y1 Combination Bottom 98.385 0 -38.765 -1171.6488 2047.8742 -2744.1466

Roof LRFD 5Y2 Combination Top 215.139 0 -89.19 -1786.3268 3028.5617 -5104.7677

Roof LRFD 5Y2 Combination Bottom 425.983 0 -89.19 -1786.3268 7447.8607 -10513.6643

Roof LRFD 6X Combination Max Top 189.205 -7.356 0 115.285 2663.3276 -4488.4537

Roof LRFD 6X Combination Max Bottom 474.82 -7.356 0 115.285 6759.8629 -11940.5853

Roof LRFD 6X Combination Min Top 189.205 -7.356 0 93.4607 2663.3276 -4488.4537

Roof LRFD 6X Combination Min Bottom 474.82 -7.356 0 93.4607 6759.8629 -11940.5853

Roof LRFD 6Y Combination Max Top 189.205 0 -7.356 -161.3418 2663.3276 -4488.4537

Roof LRFD 6Y Combination Max Bottom 474.82 0 -7.356 -161.3418 6875.1268 -11825.3214

Roof LRFD 6Y Combination Min Top 189.205 0 -7.356 -198.1203 2663.3276 -4488.4537

Roof LRFD 6Y Combination Min Bottom 474.82 0 -7.356 -198.1203 6875.1268 -11825.3214

Roof LRFD 7X Combination Max Top 136.263 -7.356 0 115.285 1918.0846 -3232.5102

Roof LRFD 7X Combination Max Bottom 341.957 -7.356 0 115.285 4868.3416 -8631.6651

ETABS v21.1.0 Page 22 of 23

Table 3.7 - Story Forces (continued)

Story Output Case Case Type Step Type

Location P kip

kip

T kip-ft

kip-ft

Roof LRFD 7X Combination Min Top 136.263 -7.356 0 93.4607 1918.0846 -3232.5102

Roof LRFD 7X Combination Min Bottom 341.957 -7.356 0 93.4607 4868.3416 -8631.6651

Roof LRFD 7Y Combination Max Top 136.263 0 -7.356 -161.3418 1918.0846 -3232.5102

Roof LRFD 7Y Combination Max Bottom 341.957 0 -7.356 -161.3418 4983.6055 -8516.4012

Roof LRFD 7Y Combination Min Top 136.263 0 -7.356 -198.1203 1918.0846 -3232.5102

Roof LRFD 7Y Combination Min Bottom 341.957 0 -7.356 -198.1203 4983.6055 -8516.4012

Roof LRFD Envelope Combination Max Top 261.635 0 0 989.4228 3683.0492 2664.75

Roof LRFD Envelope Combination Max Bottom 544.518 0 0 989.4228 9109.0328 -2744.1466

Roof LRFD Envelope Combination Min Top -112.175 -67.76 -89.19 -1786.3268 -1579.6272 -6207.7626

Roof LRFD Envelope Combination Min Bottom 98.385 -67.76 -89.19 -1786.3268 1440.4266 -14481.4239

Roof Collapse Load 1 Combination Top 139.486 0 0 0 1963.4624 -3308.9845

Roof Collapse Load 1 Combination Bottom 350.047 0 0 0 4983.5162 -8717.8811

Roof Collapse Load 2 Combination Top 185.982 0 0 0 2617.9498 -4411.9793

Roof Collapse Load 2 Combination Bottom 466.73 0 0 0 6644.6883 -11623.8415

Roof Deflection 1 Combination Top 30.997 0 0 0 436.325 -735.3299

Roof Deflection 1 Combination Bottom 77.788 0 0 0 1107.4481 -1937.3069

Roof Deflection 2 Combination Top 495.951 0 0 0 6981.1996 -11765.2783

Roof Deflection 2 Combination Bottom 1244.612 0 0 0 17719.1688 -30996.9107

Table 3.8 - Story Stiffness

Story Output Case

Case Type

Step Type Shear X kip Drift X in Stiff X kip/in

Shear Y kip

Drift Y in

Stiff Y kip/in

Roof Seismic X LinStatic Step By Step 7.356 0.00012 61329.8259 0 1E-05 0

Roof Seismic X LinStatic Step By Step 7.356 0.000121 61041.1468 0 1.4E-05 0

Roof Seismic X LinStatic Step By Step 7.356 0.000119 61621.2484 0 7E-06 0

Roof Seismic Y LinStatic Step By Step 0 2.4E-05 0 7.356 0.000355 20700.6306

Roof Seismic Y LinStatic Step By Step 0 1.8E-05 0 7.356 0.00035 21032.9425

Roof Seismic Y LinStatic Step By Step 0 2.9E-05 0 7.356 0.000361 20378.6562

3.3 Modal Results

Table 3.9 - Modal Periods And Frequencies

Case Mode Period sec Frequency cyc/sec CircFreq rad/sec

Eigenvalue rad2/sec2

Modal 1 0.037 26.728 167.9359 28202.4716

Modal 2 0.021 46.802 294.0627 86472.8864

Modal 3 0.02 50.605 317.9593 101098.1076

Table 3.10 - Modal Participating Mass Ratios (Part 1 of 2)

Case Mode Period sec UX UY UZ SumUX SumUY SumUZ RX RY RZ SumRX

Modal 1 0.037 0.0019 0.9605 0 0.0019 0.9605 0 0.9605 0.0019 0.0466 0.9605

Modal 2 0.021 0.9763 0.005 0 0.9782 0.9655 0 0.005 0.9763 0.0177 0.9655

Modal 3 0.02 0.0218 0.0345 0 1 1 0 0.0345 0.0218 0.9357 1

ETABS v21.1.0 Page 23 of 23

Table 3.10 - Modal Participating Mass Ratios (Part 2 of 2)

Case Mode SumRY SumRZ

Modal 1 0.0019 0.0466

Modal 2 0.9782 0.0643

Modal 3 1 1

Table 3.11 - Modal Load Participation Ratios

Case ItemType Item Static

Dynamic

Modal Acceleration UX 100 100

Modal Acceleration UY 100 100

Modal Acceleration UZ 0 0

Table 3.12 - Modal Direction Factors

Case Mode Period sec

UX UY UZ RZ

Modal 1 0.037 0.002 0.96 0 0.038

Modal 2 0.021 0.976 0.005 0 0.019

Modal 3 0.02 0.022 0.035 0 0.944

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SHELTER LATERAL LOAD DISTRIBUTION TO SHEARWALLS

L.5

K.2

L.3

2.6

34' - 0" 6' - 8" 10' - 8"

8" 6'

8 1/2"

6' - 8"

@ 6'-8" OC

W14X22 [XX] 6' - 8" 5' - 3"

[X X]

TOSL EL = 115' - 8"

A1 S-411

A5 S-411

SIM

2" 51' - 4"

L.4

N.1

5.8

M.1

7' - 9"

7' - 9" 6' - 11 1/2"

@ 6'-11 1/2" OC

W14X22 [XX]

6' - 11 1/2"

@ 6'-11 1/2" OC

W14X22 [XX]

15' - 9" 28' - 8"

2" 44' - 5" 2"

4"A1 S-411

A1 S-411

A5 S-411

SIM

[X X]

W14X22 [XX] W14X22 [XX]

INDICATES SPAN DIRECTION OF 2"

COMPOSITE METAL DECK w/ 4 1/2" LIGHT

WEIGHT CONCRETE (6 1/2" TOTAL

THICKNESS) REINFORCED w/ #3@12" EW

CENTERED IN SLAB.

INDICATES NUMBER OF 3/4" DIA x4" LONG

WELDED STUDS. SEE GENERAL NOTES

FOR SPACING REQUIREMENTS.

LEGEND

[XX]

R P

E L

I R Y

N G

E S I

NOT FOR

CONSTRUCTION

PLAN

NORTH 0

SCALE:

US Army Corps of Engineers

SHEET OF

SHEET ID

U S

Y C

O R

D R

B Y:

E D

B Y:

D B

C H

D B

" X

E D

C O

N O

N N

K D

E D

K D

2 3 4 5 6 7 8 9 10 11 12

4880 Sadler Rd #300 Glen Allen, VA 23060

(804) 285-4171

Mason and Hanger

2'-0" 4'-0" 8'-0"

1/4" = 1'-0"

S-401

R G

M S

R O

O F

F O

R C

, O

K Z.

B R

O W

C . C

U N

G H

, 2

A G

C O

M M

O N

H A

N G

W W

SCALE: 1/4" = 1'-0"

ENLARGED STORM SHELTER ROOF FRAMING PLAN - AREA AF1

SCALE: 1/4" = 1'-0"

ENLARGED STORM SHELTER ROOF FRAMING PLAN - AREA BA1

GENERAL SHEET NOTES

1 REFER TO S-001 AND S-002 FOR GENERAL

NOTES, DESIGN CRITERIA AND

ABBREVIATIONS.

2 TOP OF STEEL ELEVATION = 115'-1 1/2"

UNO, AND IS REFERENCED FROM TOP OF

FINISHED FIRST FLOOR ELEVATION

(100'-0").

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SW-A

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SW-B

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SW-C

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SW-E

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SW-D

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SW-G

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SW-G

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SW-2

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SW-1

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SW-3

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SW-4

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SW-5

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SW-6

Rectangle

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1.6 kip (Ultimate wind load)

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15.26 kip (Ultimate wind load)

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19.00 kip (Ultimate wind load)

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24.81 kip (Ultimate wind load)

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SW-1

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SW-2

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SW-3

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SW-5

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SW-4

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6.32 kip (Ultimate wind load)

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26.67 kip (Ultimate wind load)

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SW-6

Rectangle

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BrownZ7 Text Box 10 kip (Ultimate wind load)

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14.03 kip (Ultimate wind load)

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24.17 kip (Ultimate wind load)

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24.14 kip (Ultimate wind load)

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SW-A

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SW-B

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SW-C

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SW-E

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SW-D

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5.24 kip (Ultimate wind load)

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26.147 kip (Ultimate wind load)

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SW-G

SAMPLE MASONRY WALL CALCULATIONS

File details come from the government source that posted it. Updated Jan 23, 2025.