27414 - 7302 Calcs R0-s (3).pdf

Structural Calculations for:

Project Location:

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 1 of 323

CALC. BY: KAV - DATE: 7/30/20

7/31/2020

McGinnis & Associates

KAV

27414

Lackland AFB SK-1 Jul 29, 2020 Mezzanine and Bldging Model.r3d

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 2 of 323

GENERAL INFORMATION

* Structure Size: 19.00 15.00 15.00 Height (ft) Width (ft) Length (ft)

* Project Location: LACKLAND AFB, TX Latitude = 29.387 degrees

Longitude = -98.6174 degrees

* Structure Use:

* Design Codes:

MEZZANINE FRAME

OSHA 29 CFR

ASCE 7-16

ACI 318-14

AISC 360-16

* Seismic Factors: Zip Code: ------- Soil Site Class = D SS = 0.050 g Seis. Design Cat. = A

S1 = 0.020 g Occupancy Category = II

Fa = 1.60 Ct = 0.02

Fv = 2.40 x = 0.750

R = 3.00

Ω = 3.00 Cd = 3.00

Wseis.= 0 lbs

Cs = Seismic Not Req'd For SDC=A Importance Factor = 1.00 Vz = 0 lbs Vx = 0 lbs

* Wind Factors: V = 107 mph Exposure = B

Occupancy Category = II Topographic Factors = 0 (K1, K2, K3)

Directionality Factor = 1 Importance Factor = 1.00 Vz = 3,470 lbs Vx = 2,758 lbs

* Roof Live Loads: 20 psf

* Snow Loads: 5 psf (Ground Snow Load)

* Design Loads: 100 psf (Live Load)

15 psf (Dead Load)

100 psf (Stair and Landing Live Load)

300 lbs (Stair Concentrated Load)

112 lbs (Notional Load)

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 3 of 323

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 4 of 323

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 5 of 323

Seismic Generation Input Seismic Code:

Ct_Z: T_Z (sec): R_Z:

Ct_X: T_X (sec): R_X:

ASCE 7-16

.02 Not Entered 3 .02 Not Entered 3

Seismic Weight LC: 1 MASS LOAD CASE Ct Exp. Z: Ct Exp. X:

Risk Cat TL (sec):

SD1 (g): SDS (g): S1 (g):

.75 .75 I or II 12 .032 .054 .02

Base Elev (in): 0

Seismic Generation Detail Results T_Z Used (sec): T_Z Method A: T_Z Upper Limit:

T_X Used (sec): T_X Method A: T_X Upper Limit:

Importance Fac.: Design Cat.:

V_Z (lb): Gov. Eqn. Cs_Z:

V_X (lb): Gov. Eqn. Cs_X:

.184 .184 .312

.184 .184 .312 1 A 0 0.000 0 0.000

No seismic loading required for Seismic Design Category A. Use Notional Loads instead per ASCE 7-10 Section 1.4

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 6 of 323

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 7 of 323

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 8 of 323

27414

Lackland AFB SK-1 Jul 30, 2020 Mezzanine and Bldging Model.r3d

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 9 of 323

27414

Lackland AFB SK-2 Jul 30, 2020 Mezzanine and Bldging Model.r3d

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 10 of 323

Wind Generation Input Wind Code: Topographic Factor K1:

Wind Speed, V(mph): Topographic Factor K2:

Topographic Factor K3:

Exposure Category: Directionality Factor Kd:

ASCE 7-16 0

107 0

B .85

Wind Generation Detail Results Kzt:

Exposure Constant Alpha: h (in):

Exposure Constant zg: Kh:

Gust Effect Factor, G: Windward Cp:

qh (psf):

7 231 14400 .617 .85 .8

15.376

Wind Generation Floor Geometry Results Floor Level Height Kz Width (Z) Length (X) Leeward Cp(Z) Leeward Cp(X)

(in) (in) (in) Diaphragm : 1 231 .617 95.75 95.75 .5 .5 Diaphragm : 2 132 .575 176 223 .5 .447

Wind Generation Floor Force Results Floor Level qz Windward Pres. Leeward Pres. Z Leeward Pres. X Force Z Force X

(psf) (psf) (psf) (psf) (lb) (lb) Diaphragm : 1 15.376 10.456 6.535 6.535 559.217 559.217 Diaphragm : 2 14.318 9.736 6.535 5.837 2910.295 2198.377

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 11 of 323

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 12 of 323

Notional Load Generation Input Notional Load parameters:

%g in Z Dir:

%g in X Dir:

LC for Story Weights:

.32

.32

4: TOTAL LOAD

Notional Load Generation Force Results Floor Level Height Weight Force Z Force X CG Z CG X

(in) (lb) (lb) (lb) (in) (in) Diaphragm : 1 231 1623.739 5.196 5.196 129.244 136.454 Diaphragm : 2 132 33429.405 106.974 106.974 131.728 118.942

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

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McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 14 of 323

Welded Steel Grating Weights per Square Feet

Bar Size

Bearing Bar Dimensions

(inches)

WB WB-A WF WF-A WD WD-F

1 3/4" x 1/8" 4.1 - 5.0 - 5.0 5.9

2 3/4" x 3/16" 5.8 - 6.7 - 7.2 8.1

3 1" x 1/8" 5.2 - 6.1 - 6.4 7.3

4 1" x 3/16" 7.5 - 8.4 - 9.3 10.2

4A 1" x 1/4" - 9.8 - 10.7 - -

5 1 1/4" x 1/8" 6.3 - 7.2 - 7.9 8.8

6 1 1/4" x 3/16" 9.1 - 10.0 - 11.3 12.2

6A 1 1/4" x 1/4" - 12 - 12.9 - -

7 1 1/2" x 1/8" 7.4 - 8.3 - 9.3 10.2

8 1 1/2" x 3/16" 10.8 - 11.7 - 13.5 14.4

8A 1 1/2" x 1/4" - 14.3 - 15.1 - -

9 1 3/4" x 3/16" 12.5 - 13.4 - 15.6 16.5

9A 1 3/4" x 1/4" - 16.5 - 17.4 - -

10 2" x 3/16" 14.1 - 15.0 - 17.7 18.6

10A 2" x 1/4" - 18.7 - 19.6 - -

11 2 1/4" x 3/16" 15.8 - 16.7 - 19.8 20.7

12 2 1/2" x 3/16" 17.4 - 18.3 - 21.9 22.8

12A 2 1/2" x 1/4" - 23.2 - 24.0 - -

4 1" x 3/16" 7.5

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 15 of 323

Types B, F, WB, & WF

SPAN IN INCHES

12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120

SIZE 1 U 1421 631 355 227 158 116 89 70 57 47 39 34 29 25 22 20 18 16 14

3/4 X 1/8 42 D 0.025 0.056 0.099 0.155 0.224 0.304 0.398 0.502 0.623 0.752 0.883 1.061 1.217 1.382 1.575 1.824 2.064 2.277 2.446

S^3/ft 0.1184 C 710 474 355 284 237 203 178 158 142 129 118 109 101 95 89 84 79 75 71 I^4/ft 0.0444 D 0.020 0.045 0.079 0.124 0.179 0.243 0.319 0.403 0.496 0.600 0.713 0.837 0.969 1.121 1.274 1.442 1.610 1.798 1.985

SIZE 2 U 2131 947 533 341 237 174 133 105 85 70 59 50 43 38 33 29 26 24 21

3/4 X 3/16 46 D 0.025 0.056 0.099 0.155 0.224 0.304 0.397 0.502 0.619 0.746 0.891 1.040 1.203 1.401 1.575 1.764 1.987 2.277 2.446

S^3/ft 0.1776 C 1066 710 533 426 355 304 266 237 213 194 178 164 152 142 133 125 118 112 107 I^4/ft 0.0666 D 0.020 0.045 0.079 0.124 0.179 0.243 0.317 0.403 0.496 0.602 0.717 0.839 0.972 1.117 1.269 1.431 1.603 1.790 1.994

SIZE 3 U 2526 1123 632 404 281 206 158 125 101 84 70 60 52 45 39 35 31 28 25

1 X 1/8 52 D 0.019 0.042 0.075 0.116 0.168 0.228 0.298 0.378 0.465 0.566 0.668 0.789 0.920 1.049 1.177 1.346 1.499 1.680 1.842

S^3/ft 0.2105 C 1263 842 632 505 421 361 316 281 253 230 211 194 180 168 158 149 140 133 126 I^4/ft 0.1053 D 0.015 0.034 0.060 0.093 0.134 0.182 0.238 0.302 0.373 0.451 0.537 0.628 0.728 0.836 0.954 1.079 1.203 1.344 1.485

SIZE 4 U 3790 1684 947 606 421 309 237 187 152 125 105 90 77 67 59 52 47 42 38

1 X 3/16 57 D 0.019 0.042 0.074 0.116 0.168 0.228 0.298 0.377 0.467 0.562 0.669 0.789 0.908 1.042 1.187 1.334 1.515 1.681 1.867

S^3/ft 0.3158 C 1895 1263 947 758 632 541 474 421 379 345 316 292 271 253 237 223 211 199 189 I^4/ft 0.1579 D 0.015 0.034 0.060 0.093 0.134 0.182 0.238 0.302 0.372 0.451 0.537 0.630 0.731 0.839 0.954 1.077 1.209 1.341 1.486

SIZE 5 U 3947 1754 987 631 439 322 247 195 158 130 110 93 81 70 62 55 49 44 39

1 1/4 X 1/8 61 D 0.015 0.034 0.060 0.093 0.134 0.182 0.239 0.302 0.373 0.449 0.538 0.626 0.734 0.836 0.958 1.083 1.213 1.352 1.472

S^3/ft 0.3289 C 1973 1316 987 789 658 564 493 439 395 359 329 304 282 263 247 232 219 208 197 I^4/ft 0.2056 D 0.012 0.027 0.048 0.074 0.107 0.146 0.191 0.242 0.298 0.361 0.429 0.504 0.584 0.670 0.764 0.860 0.964 1.077 1.189

SIZE 6 U 5921 2631 1480 947 658 483 370 292 237 196 164 140 121 105 93 82 73 66 59 1 1/4 X 3/16 67 D 0.015 0.034 0.060 0.093 0.134 0.182 0.238 0.301 0.373 0.451 0.535 0.629 0.731 0.836 0.958 1.077 1.205 1.352 1.484

S^3/ft 0.4934 C 2960 1974 1480 1184 987 846 740 658 592 538 493 455 423 395 370 348 329 312 296 I^4/ft 0.3084 D 0.012 0.027 0.048 0.074 0.107 0.146 0.191 0.241 0.298 0.360 0.429 0.503 0.584 0.671 0.763 0.860 0.965 1.077 1.191

SIZE 7 U 5684 2526 1421 910 632 464 355 281 227 188 158 135 116 101 89 79 70 63 57 1 1/2 X 1/8 70 D 0.012 0.028 0.050 0.078 0.112 0.152 0.198 0.252 0.310 0.376 0.447 0.526 0.608 0.698 0.796 0.901 1.003 1.121 1.245

S^3/ft 0.4737 C 2842 1895 1421 1137 947 812 711 632 568 517 474 437 406 379 355 334 316 299 284 I^4/ft 0.3553 D 0.010 0.022 0.040 0.062 0.089 0.122 0.159 0.201 0.248 0.301 0.358 0.419 0.487 0.559 0.635 0.717 0.805 0.896 0.992

SIZE 8 U 8526 3789 2132 1364 947 696 533 421 341 282 237 202 174 152 133 118 105 94 85 1 1/2 X 3/16 77 D 0.012 0.028 0.050 0.078 0.112 0.152 0.199 0.251 0.310 0.376 0.447 0.525 0.608 0.700 0.793 0.897 1.003 1.115 1.238

S^3/ft 0.7105 C 4263 2842 2132 1705 1421 1218 1066 947 853 775 711 656 609 568 533 502 474 449 426 I^4/ft 0.5329 D 0.010 0.022 0.040 0.062 0.089 0.122 0.159 0.201 0.248 0.300 0.358 0.420 0.487 0.558 0.636 0.718 0.805 0.897 0.992

SIZE 9 U 11605 5158 2901 1857 1289 947 725 573 464 384 322 275 237 206 181 161 143 129 116 1 3/4 X 3/16 87 D 0.011 0.024 0.043 0.067 0.096 0.130 0.170 0.215 0.266 0.322 0.383 0.450 0.522 0.598 0.680 0.771 0.860 0.963 1.064

S^3/ft 0.9671 C 5803 3868 2901 2321 1934 1658 1451 1289 1161 1055 967 893 829 774 725 683 645 611 580 I^4/ft 0.8462 D 0.009 0.019 0.034 0.053 0.077 0.104 0.136 0.172 0.213 0.257 0.306 0.360 0.417 0.479 0.545 0.615 0.690 0.768 0.851

SIZE 10 U 15158 6737 3790 2425 1684 1237 947 749 606 501 421 359 309 269 237 210 187 168 152 2 X 3/16 96 D 0.009 0.021 0.037 0.058 0.084 0.114 0.149 0.189 0.233 0.282 0.335 0.394 0.456 0.523 0.596 0.673 0.754 0.840 0.934

S^3/ft 1.2632 C 7579 5053 3790 3032 2526 2165 1895 1684 1516 1378 1263 1166 1083 1011 947 892 842 798 758 I^4/ft 1.2632 D 0.007 0.017 0.030 0.047 0.067 0.091 0.119 0.151 0.186 0.225 0.268 0.315 0.365 0.419 0.476 0.538 0.603 0.672 0.745

SIZE 11 U 19184 8526 4796 3070 2132 1566 1199 947 767 634 533 454 392 341 300 266 237 213 192 2 1/4 X 3/16 105 D 0.008 0.019 0.033 0.052 0.074 0.101 0.132 0.168 0.207 0.250 0.298 0.350 0.406 0.465 0.530 0.599 0.671 0.748 0.828

S^3/ft 1.5987 C 9592 6395 4796 3837 3197 2741 2398 2132 1918 1744 1599 1476 1370 1279 1199 1128 1066 1010 959 I^4/ft 1.7985 D 0.007 0.015 0.026 0.041 0.060 0.081 0.106 0.134 0.165 0.200 0.238 0.280 0.324 0.372 0.424 0.478 0.536 0.598 0.662

SIZE 12 U 23684 10526 5921 3790 2632 1933 1480 1170 947 783 658 561 483 421 370 328 292 262 237 2 1/2 X 3/16 113 D 0.007 0.017 0.030 0.047 0.067 0.091 0.119 0.151 0.186 0.225 0.268 0.315 0.365 0.419 0.477 0.538 0.602 0.671 0.745

S^3/ft 1.9737 C 11842 7895 5921 4737 3947 3383 2961 2632 2368 2153 1974 1822 1692 1579 1480 1393 1316 1247 1184 I^4/ft 2.4671 D 0.006 0.013 0.024 0.037 0.054 0.073 0.095 0.121 0.149 0.180 0.215 0.252 0.292 0.335 0.381 0.430 0.483 0.538 0.596

IKG Industries a harsco company

Maximum span for 1/4" deflection under a uniform load of 100 psf

Material: Hot Rolled Carbon Steel per ASTM A1011 Fs = 18,000 psi E = 29,000,000 psi Bearing bars spaced 1-3/16” on center # of bearing bars per foot = 10.1053

STEEL SAFE LOAD TABLE

U = Uniform load in pounds per square foot D = Deflection in inches C = Concentrated load at mid span in pounds per foot of width

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CALC. BY: KAV - DATE: 7/30/20

kenv Highlight kenv Highlight

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LIVE LOAD

SK-6

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27414

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LIVE LOAD

SK-7

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DEAD LOAD + SELF WEIGHT OF MEMBERS

SK-4

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LIVE LOAD

SK-5

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LIVE LOAD

SK-8

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ROOF LIVE LOAD

SK-9

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ROOF WIND LOADING

SK-10

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ROOF WIND LOADING

SK-11

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WIND LOADING

SK-12

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WIND LOADING

SK-13

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(Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation?

Increase Nailing Capacity for Wind?

Include Warping?

Trans Load Btwn Intersecting Wood Wall?

Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls?

Automatically Iterate Stiffness for Walls?

Max Iterations for Wall Stiffness Gravity Acceleration (in/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver

Yes Yes Yes Yes .12 0.50% Yes Yes 386.4 Y

XZ

Sparse Accelerated Accelerated Solver

Hot Rolled Steel Code Adjust Stiffness?

RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code Adjust Stiffness?

AISC 15th(360-16): ASD Yes(Iterative) AISC 14th(360-10): ASD

AISI S100-16: ASD

AWC NDS-18: ASD

< 100F

ACI 318-14

TMS 402-16: ASD

AA ADM1-15: ASD - Building AISC 14th(360-10): ASD Yes(Iterative)

Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections?

Use Cracked Sections Slab?

Bad Framing Warnings?

Unused Force Warnings?

Min 1 Bar Diam. Spacing?

Concrete Rebar Set Min % Steel for Column Max % Steel for Column

Exact Integration .65 Rectangular Yes Yes No Yes No

REBAR_SET_ASTMA615

RISA-3D Version 17.0.4 Page 1 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

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(Global) Model Settings, Continued Seismic Code Seismic Base Elevation (in) Add Base Weight?

Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z

SD1

SDS

S1 TL (sec) Risk Cat Drift Cat

ASCE 7-16

Yes .02 .02 Not Entered Not Entered .75 .75 .032 .054 .02 I or II Other

Om Z Om X Cd Z Cd X Rho Z Rho X

Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[lb/f... Yield[ksi] Ry Fu[ksi] Rt

1 A992 29000 11154 .3 .65 490 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 490 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 490 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 490 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 490 50 1.25 65 1.15 8 A913 Gr.65 29000 11154 .3 .65 490 65 1.1 80 1.1

Joint Coordinates and Temperatures Label X [in] Y [in] Z [in] Temp [F] Detach From Diaphragm

1 N1 0 0 182.1875 0 2 N2 0 0 217.1875 0 3 N3 6 0 0 0 4 N4 42 0 0 0 5 N5 49.5 0 41.1875 0 6 N6 49.5 0 217.1875 0 7 N7 223 0 41.1875 0 8 N8 223 0 217.1875 0 9 N9 42 7.764706 10.716941 0 10 N10 6 7.764706 10.716941 0 11 N11 42 15.529412 21.433882 0 12 N12 6 15.529412 21.433882 0 13 N13 42 23.294118 32.150824 0 14 N14 6 23.294118 32.150824 0 15 N15 42 31.058824 42.867765 0 16 N16 6 31.058824 42.867765 0 17 N17 42 38.823529 53.584706 0

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Joint Coordinates and Temperatures (Continued) Label X [in] Y [in] Z [in] Temp [F] Detach From Diaphragm

18 N18 6 38.823529 53.584706 0 19 N19 42 46.588235 64.301647 0 20 N20 6 46.588235 64.301647 0 21 N21 42 54.352941 75.018588 0 22 N22 6 54.352941 75.018588 0 23 N23 42 62.117647 85.735529 0 24 N24 6 62.117647 85.735529 0 25 N25 6 69.882353 96.452471 0 26 N26 42 69.882353 96.452471 0 27 N27 6 77.647059 107.169412 0 28 N28 42 77.647059 107.169412 0 29 N29 6 85.411765 117.886353 0 30 N30 42 85.411765 117.886353 0 31 N31 6 93.176471 128.603294 0 32 N32 42 93.176471 128.603294 0 33 N33 6 100.941176 139.320235 0 34 N34 42 100.941176 139.320235 0 35 N35 6 108.705882 150.037176 0 36 N36 42 108.705882 150.037176 0 37 N37 49.5 114.999715 217.1875 0 38 N38 223 114.999715 217.1875 0 39 N39 49.5 115.000285 41.1875 0 40 N40 223 115.000285 41.1875 0 41 N41 6 116.470588 160.754118 0 42 N42 42 116.470588 160.754118 0 43 N43 49.5 119.375 41.1875 0 44 N44 49.5 119.375 217.1875 0 45 N45 223 119.375 41.1875 0 46 N46 223 119.375 217.1875 0 47 N47 6 124.235294 171.471059 0 48 N48 42 124.235294 171.471059 0 49 N49 0 132 182.188 0 50 N50 0 132 217.188 0 51 N51 6 132 182.188 0 52 N52 42 132 182.188 0 53 N53 49.5 132 41.188 0 54 N54 49.5 132 81.313 0 55 N55 49.5 132 113.063 0 56 N56 49.5 132 145.313 0 57 N57 49.5 132 177.063 0 58 N58 49.5 132 182.188 0 59 N59 49.5 132 217.188 0 60 N60 88.375 132 41.188 0 61 N61 88.375 132 81.313 0 62 N62 88.375 132 113.063 0 63 N63 88.375 132 145.313 0 64 N64 88.375 132 177.063 0 65 N65 88.375 132 217.188 0 66 N66 136.25 132 81.313 0 67 N67 136.25 132 177.063 0 68 N68 184.125 132 41.188 0 69 N69 184.125 132 81.313 0 70 N70 184.125 132 113.063 0 71 N71 184.125 132 145.313 0 72 N72 184.125 132 177.063 0 73 N73 184.125 132 217.188 0

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74 N74 223 132 41.188 0 75 N75 223 132 81.313 0 76 N76 223 132 113.063 0 77 N77 223 132 145.313 0 78 N78 223 132 177.063 0 79 N79 223 132 217.188 0 80 N80 88.375 135 81.313 0 81 N81 88.375 135 105.2505 0 82 N82 88.375 135 113.063 0 83 N83 88.375 135 122.063 0 84 N84 88.375 135 128.063 0 85 N85 88.375 135 129.188 0 86 N86 88.375 135 145.313 0 87 N87 88.375 135 153.1255 0 88 N88 88.375 135 170.063 0 89 N89 88.375 135 177.063 0 90 N90 109.25 135 81.313 0 91 N91 109.25 135 105.2505 0 92 N92 109.25 135 129.188 0 93 N93 109.25 135 153.1255 0 94 N94 109.25 135 177.063 0 95 N95 109.875 135 81.313 0 96 N96 112.3125 135 177.063 0 97 N97 127.25 135 81.313 0 98 N98 127.25 135 105.2505 0 99 N99 127.25 135 129.188 0 100 N100 127.25 135 153.1255 0 101 N101 127.25 135 177.063 0 102 N102 136.25 135 81.313 0 103 N103 136.25 135 177.063 0 104 N104 145.25 135 81.313 0 105 N105 145.25 135 105.2505 0 106 N106 145.25 135 129.188 0 107 N107 145.25 135 153.1255 0 108 N108 145.25 135 177.063 0 109 N109 160.1875 135 81.313 0 110 N110 160.1875 135 177.063 0 111 N111 163.25 135 81.313 0 112 N112 163.25 135 105.2505 0 113 N113 163.25 135 129.188 0 114 N114 163.25 135 153.1255 0 115 N115 163.25 135 177.063 0 116 N116 184.125 135 81.313 0 117 N117 184.125 135 105.2505 0 118 N118 184.125 135 113.063 0 119 N119 184.125 135 129.188 0 120 N120 184.125 135 145.313 0 121 N121 184.125 135 153.1255 0 122 N122 184.125 135 177.063 0 123 N123 109.875 156.375 81.313 0 124 N124 136.25 156.375 81.313 0 125 N125 109.875 173.25 81.313 0 126 N126 136.25 173.25 81.313 0 127 N127 88.375 178.875 81.313 0 128 N128 88.375 178.875 122.063 0 129 N129 88.375 180.875 81.313 0

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130 N130 88.375 180.875 177.063 0 131 N131 109.875 180.875 81.313 0 132 N132 112.3125 180.875 177.063 0 133 N133 136.25 180.875 81.313 0 134 N134 136.25 180.875 177.063 0 135 N135 160.1875 180.875 81.313 0 136 N136 160.1875 180.875 177.063 0 137 N137 184.125 180.875 81.313 0 138 N138 184.125 180.875 105.2505 0 139 N139 184.125 180.875 129.188 0 140 N140 184.125 180.875 153.1255 0 141 N141 184.125 180.875 177.063 0 142 N142 88.375 216.875 81.313 0 143 N143 88.375 216.875 122.063 0 144 N144 88.375 216.875 177.063 0 145 N145 112.3125 216.875 177.063 0 146 N146 112.3125 216.875 81.313 0 147 N147 136.25 216.875 81.313 0 148 N148 136.25 216.875 177.063 0 149 N149 160.1875 216.875 81.313 0 150 N150 160.1875 216.875 177.063 0 151 N151 184.125 216.875 81.313 0 152 N152 184.125 216.875 105.2505 0 153 N153 184.125 216.875 129.188 0 154 N154 184.125 216.875 153.1255 0 155 N155 184.125 216.875 177.063 0 156 N156 88.375 220.25 128.063 0 157 N157 88.375 220.25 170.063 0 158 N158 88.375 231 81.313 0 159 N159 88.375 231 105.2505 0 160 N160 88.375 231 122.063 0 161 N161 88.375 231 128.063 0 162 N162 88.375 231 129.188 0 163 N163 88.375 231 153.1255 0 164 N164 88.375 231 170.063 0 165 N165 88.375 231 177.063 0 166 N166 109.25 231 81.313 0 167 N167 109.25 231 105.2505 0 168 N168 109.25 231 129.188 0 169 N169 109.25 231 153.1255 0 170 N170 109.25 231 177.063 0 171 N171 112.3125 231 81.313 0 172 N172 112.3125 231 177.063 0 173 N173 127.25 231 81.313 0 174 N174 127.25 231 105.2505 0 175 N175 127.25 231 129.188 0 176 N176 127.25 231 153.1255 0 177 N177 127.25 231 177.063 0 178 N178 136.25 231 81.313 0 179 N179 136.25 231 177.063 0 180 N180 145.25 231 81.313 0 181 N181 145.25 231 105.2505 0 182 N182 145.25 231 129.188 0 183 N183 145.25 231 153.1255 0 184 N184 145.25 231 177.063 0 185 N185 160.1875 231 81.313 0

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186 N186 160.1875 231 177.063 0 187 N187 163.25 231 81.313 0 188 N188 163.25 231 105.2505 0 189 N189 163.25 231 129.188 0 190 N190 163.25 231 153.1255 0 191 N191 163.25 231 177.063 0 192 N192 184.125 231 81.313 0 193 N193 184.125 231 105.2505 0 194 N194 184.125 231 129.188 0 195 N195 184.125 231 153.1255 0 196 N196 184.125 231 177.063 0 197 N197 136.25 231 129.188 0 198 N198 111.5 132 129.188 0 199 N199 121.8875 231 129.188 0 200 N200 78.05 132 129.188 0 201 N201 150.6125 231 129.188 0 202 N202 144.95 132 129.188 0 203 N203 136.25 231 114.8255 0 204 N204 111.5 132 102.788 0 205 N205 136.25 231 143.5505 0 206 N206 111.5 132 155.588 0 207 N207 136.473479 231 129.249317 0 208 N208 119.784483 132 131.711368 0 209 N209 141.260979 231 129.249317 0 210 N210 130.934483 132 131.711368 0 211 N211 131.685979 231 129.249317 0 212 N212 108.634483 132 131.711368 0 213 N213 136.473479 231 134.036817 0 214 N214 119.784483 132 140.511368 0 215 N215 136.473479 231 124.461817 0 216 N216 119.784483 132 122.911368 0 217 N217 118.942379 132 131.727737 0

Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad]

1 N3 Reaction 2 N4 Reaction 3 N1 Reaction Reaction Reaction 4 N2 Reaction Reaction Reaction 5 N5 Reaction Reaction Reaction 6 N6 Reaction Reaction Reaction 7 N7 Reaction Reaction Reaction 8 N8 Reaction Reaction Reaction

Rigid Diaphragms Joint Label Plane Inactive No Wind/Drift

1 N74 ZX

2 N192 ZX

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SHEET #: 34 of 323

Member Primary Data Label I Joint J Joint K Joint Rotate(... Section/Shape Type Design List Material Design R...

1 M1 N53 N59 W12x26 Beam Wide Flange A992 Typical 2 M2 N74 N79 W12x26 Beam Wide Flange A992 Typical 3 M3 N54 N75 W12X14 Beam Wide Flange A992 Typical 4 M4 N55 N76 W12X14 Beam Wide Flange A992 Typical 5 M5 N56 N77 W12X14 Beam Wide Flange A992 Typical 6 M6 N57 N78 W12X14 Beam Wide Flange A992 Typical 7 M7 N53 N74 W8x10 Beam Wide Flange A992 Typical 8 M8 N59 N79 W8x10 Beam Wide Flange A992 Typical 9 M9 N49 N50 W8x10 Beam Wide Flange A992 Typical 10 M10 N49 N58 W8x10 Beam Wide Flange A992 Typical 11 M11 N50 N59 W8x10 Beam Wide Flange A992 Typical 12 M12 N61 N80 90 RIGID None None RIGID Typical 13 M13 N62 N82 90 RIGID None None RIGID Typical 14 M14 N63 N86 90 RIGID None None RIGID Typical 15 M15 N64 N89 90 RIGID None None RIGID Typical 16 M16 N66 N102 90 RIGID None None RIGID Typical 17 M17 N67 N103 90 RIGID None None RIGID Typical 18 M18 N69 N116 90 RIGID None None RIGID Typical 19 M19 N70 N118 90 RIGID None None RIGID Typical 20 M20 N71 N120 90 RIGID None None RIGID Typical 21 M21 N72 N122 90 RIGID None None RIGID Typical 22 M22 N3 N51 MC12X10.6 Beam Channel A36 Gr.36 Typical 23 M23 N52 N4 MC12X10.6 Beam Channel A36 Gr.36 Typical 24 M24 N10 N9 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 25 M25 N12 N11 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 26 M26 N14 N13 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 27 M27 N16 N15 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 28 M28 N18 N17 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 29 M29 N20 N19 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 30 M30 N22 N21 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 31 M31 N24 N23 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 32 M32 N25 N26 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 33 M33 N27 N28 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 34 M34 N29 N30 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 35 M35 N31 N32 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 36 M36 N33 N34 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 37 M37 N35 N36 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 38 M38 N41 N42 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 39 M39 N47 N48 90 MC12X10.6 Beam Channel A36 Gr.36 Typical 40 M40 N5 N37 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 41 M41 N6 N39 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 42 M42 N7 N38 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 43 M43 N8 N40 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 44 M44 N5 N45 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 45 M45 N7 N43 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 46 M46 N6 N46 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 47 M47 N8 N44 L3x3x4 VBrace Single Angle A36 Gr.36 Typical 48 M48 N1 N49 HSS4x4x4 Column Tube A500 Gr.B Rect Typical 49 M49 N2 N50 HSS4x4x4 Column Tube A500 Gr.B Rect Typical 50 M50 N6 N59 HSS4x4x4 Column Tube A500 Gr.B Rect Typical 51 M51 N5 N53 HSS4x4x4 Column Tube A500 Gr.B Rect Typical 52 M52 N7 N74 HSS4x4x4 Column Tube A500 Gr.B Rect Typical 53 M53 N8 N79 HSS4x4x4 Column Tube A500 Gr.B Rect Typical 54 M54 N80 N89 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 55 M55 N89 N122 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical

RISA-3D Version 17.0.4 Page 7 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 35 of 323

Member Primary Data (Continued)

56 M56 N80 N116 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 57 M57 N116 N122 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 58 M58 N158 N165 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 59 M59 N165 N196 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 60 M60 N158 N192 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 61 M61 N192 N196 90 HSS4x3x2 Beam Tube A500 Gr.B Rect Typical 62 M62 N85 N119 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 63 M63 N81 N117 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 64 M64 N87 N121 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 65 M65 N90 N91 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 66 M66 N91 N92 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 67 M67 N92 N93 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 68 M68 N93 N94 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 69 M69 N97 N98 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 70 M70 N98 N99 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 71 M71 N99 N100 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 72 M72 N100 N101 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 73 M73 N104 N105 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 74 M74 N105 N106 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 75 M75 N106 N107 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 76 M76 N107 N108 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 77 M77 N111 N112 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 78 M78 N112 N113 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 79 M79 N113 N114 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 80 M80 N114 N115 HSS3x3x2 Beam Tube A500 Gr.B Rect Typical 81 M81 N80 N158 HSS3x3x2 Column Tube A500 Gr.B Rect Typical 82 M82 N89 N165 HSS3x3x2 Column Tube A500 Gr.B Rect Typical 83 M83 N122 N196 HSS3x3x2 Column Tube A500 Gr.B Rect Typical 84 M84 N116 N192 HSS3x3x2 Column Tube A500 Gr.B Rect Typical 85 M85 N88 N164 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 86 M86 N84 N161 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 87 M87 N83 N160 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 88 M88 N156 N157 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 89 M89 N127 N128 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 90 M90 N142 N143 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 91 M91 N119 N194 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 92 M92 N151 N153 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 93 M93 N137 N139 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 94 M94 N152 N193 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 95 M95 N117 N138 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 96 M96 N153 N155 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 97 M97 N139 N141 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 98 M98 N154 N195 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 99 M99 N121 N140 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 100 M100 N103 N179 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 101 M101 N144 N148 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 102 M102 N130 N134 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 103 M103 N145 N172 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 104 M104 N96 N132 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 105 M105 N148 N155 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 106 M106 N134 N141 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 107 M107 N150 N186 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 108 M108 N110 N136 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 109 M109 N102 N178 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 110 M110 N151 N147 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 111 M111 N137 N133 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical

RISA-3D Version 17.0.4 Page 8 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 36 of 323

Member Primary Data (Continued)

112 M112 N149 N185 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 113 M113 N109 N135 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 114 M114 N147 N142 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 115 M115 N133 N129 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 116 M116 N146 N171 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 117 M117 N95 N131 HSS3x2x2 Column Tube A500 Gr.B Rect Typical 118 M118 N125 N126 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 119 M119 N123 N124 90 HSS3x2x2 Beam Tube A500 Gr.B Rect Typical 120 M120 N162 N194 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 121 M121 N159 N193 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 122 M122 N163 N195 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 123 M123 N166 N167 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 124 M124 N167 N168 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 125 M125 N168 N169 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 126 M126 N169 N170 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 127 M127 N173 N174 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 128 M128 N174 N175 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 129 M129 N175 N176 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 130 M130 N176 N177 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 131 M131 N180 N181 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 132 M132 N181 N182 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 133 M133 N182 N183 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 134 M134 N183 N184 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 135 M135 N187 N188 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 136 M136 N188 N189 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 137 M137 N189 N190 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical 138 M138 N190 N191 HSS3X2X2 Beam Tube A500 Gr.B Rect Typical

Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ra...Analysis ... Inactive Seismic...

1 M1 BenPIN BenPIN Yes None 2 M2 BenPIN BenPIN Yes None 3 M3 BenPIN BenPIN Yes None 4 M4 BenPIN BenPIN Yes None 5 M5 BenPIN BenPIN Yes None 6 M6 BenPIN BenPIN Yes None 7 M7 BenPIN BenPIN Yes None 8 M8 BenPIN BenPIN Yes None 9 M9 BenPIN BenPIN Yes None 10 M10 BenPIN BenPIN Yes None 11 M11 BenPIN BenPIN Yes None 12 M12 BenPIN Yes ** NA ** None 13 M13 BenPIN Yes ** NA ** None 14 M14 BenPIN Yes ** NA ** None 15 M15 BenPIN Yes ** NA ** None 16 M16 BenPIN Yes ** NA ** Inactive None 17 M17 BenPIN Yes ** NA ** Inactive None 18 M18 BenPIN Yes ** NA ** None 19 M19 BenPIN Yes ** NA ** None 20 M20 BenPIN Yes ** NA ** None 21 M21 BenPIN Yes ** NA ** None 22 M22 BenPIN Yes Default None 23 M23 BenPIN Yes Default None 24 M24 Yes None

RISA-3D Version 17.0.4 Page 9 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 37 of 323

Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ra...Analysis ... Inactive Seismic...

25 M25 Yes None 26 M26 Yes None 27 M27 Yes None 28 M28 Yes None 29 M29 Yes None 30 M30 Yes None 31 M31 Yes None 32 M32 Yes None 33 M33 Yes None 34 M34 Yes None 35 M35 Yes None 36 M36 Yes None 37 M37 Yes None 38 M38 Yes None 39 M39 Yes None 40 M40 BenPIN BenPIN Yes ** NA ** None 41 M41 BenPIN BenPIN Yes ** NA ** None 42 M42 BenPIN BenPIN Yes ** NA ** None 43 M43 BenPIN BenPIN Yes ** NA ** None 44 M44 BenPIN BenPIN Yes ** NA ** None 45 M45 BenPIN BenPIN Yes ** NA ** None 46 M46 BenPIN BenPIN Yes ** NA ** None 47 M47 BenPIN BenPIN Yes ** NA ** None 48 M48 Yes ** NA ** None 49 M49 Yes ** NA ** None 50 M50 Yes ** NA ** None 51 M51 Yes ** NA ** None 52 M52 Yes ** NA ** None 53 M53 Yes ** NA ** None 54 M54 Yes None 55 M55 Yes None 56 M56 Yes None 57 M57 Yes None 58 M58 Yes None 59 M59 Yes None 60 M60 Yes None 61 M61 Yes None 62 M62 Yes None 63 M63 Yes None 64 M64 Yes None 65 M65 Yes None 66 M66 Yes None 67 M67 Yes None 68 M68 Yes None 69 M69 Yes None 70 M70 Yes None 71 M71 Yes None 72 M72 Yes None 73 M73 Yes None 74 M74 Yes None 75 M75 Yes None 76 M76 Yes None 77 M77 Yes None 78 M78 Yes None 79 M79 Yes None 80 M80 Yes None

RISA-3D Version 17.0.4 Page 10 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 38 of 323

Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ra...Analysis ... Inactive Seismic...

81 M81 Yes ** NA ** None 82 M82 Yes ** NA ** None 83 M83 Yes ** NA ** None 84 M84 Yes ** NA ** None 85 M85 Yes ** NA ** None 86 M86 Yes ** NA ** None 87 M87 Yes ** NA ** None 88 M88 Yes None 89 M89 Yes None 90 M90 Yes None 91 M91 Yes ** NA ** None 92 M92 Yes None 93 M93 Yes None 94 M94 Yes ** NA ** None 95 M95 Yes ** NA ** None 96 M96 Yes None 97 M97 Yes None 98 M98 Yes ** NA ** None 99 M99 Yes ** NA ** None 100 M100 Yes ** NA ** None 101 M101 Yes None 102 M102 Yes None 103 M103 Yes ** NA ** None 104 M104 Yes ** NA ** None 105 M105 Yes None 106 M106 Yes None 107 M107 Yes ** NA ** None 108 M108 Yes ** NA ** None 109 M109 Yes ** NA ** None 110 M110 Yes None 111 M111 Yes None 112 M112 Yes ** NA ** None 113 M113 Yes ** NA ** None 114 M114 Yes None 115 M115 Yes None 116 M116 Yes ** NA ** None 117 M117 Yes ** NA ** None 118 M118 Yes None 119 M119 Yes None 120 M120 Yes None 121 M121 Yes None 122 M122 Yes None 123 M123 Yes None 124 M124 Yes None 125 M125 Yes None 126 M126 Yes None 127 M127 Yes None 128 M128 Yes None 129 M129 Yes None 130 M130 Yes None 131 M131 Yes None 132 M132 Yes None 133 M133 Yes None 134 M134 Yes None 135 M135 Yes None 136 M136 Yes None

RISA-3D Version 17.0.4 Page 11 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 39 of 323

Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Ra...Analysis ... Inactive Seismic...

137 M137 Yes None 138 M138 Yes None

Hot Rolled Steel Design Parameters Label Shape Length[... Lbyy[in] Lbzz[in] Lcomp top[...Lcomp bot[...L-torq... Kyy Kzz Cb Functi...

1 M1 W12x26 176 Segment Lbyy Gravity

2 M2 W12x26 176 Segment Lbyy Gravity

3 M3 W12X14 173.5 24 Lbyy Gravity

4 M4 W12X14 173.5 24 Lbyy Gravity

5 M5 W12X14 173.5 24 Lbyy Gravity

6 M6 W12X14 173.5 24 Lbyy Gravity

7 M7 W8x10 173.5 24 Lbyy Gravity

8 M8 W8x10 173.5 24 Lbyy Gravity

9 M9 W8x10 35 Lbyy Gravity

10 M10 W8x10 49.5 24 Lbyy Gravity

11 M11 W8x10 49.5 24 Lbyy Gravity

12 M22 MC12X10.6 224.981 13 Lbyy Gravity

13 M23 MC12X10.6 224.981 13 Lbyy Gravity

14 M24 MC12X10.6 36 Lbyy Gravity

15 M25 MC12X10.6 36 Lbyy Gravity

16 M26 MC12X10.6 36 Lbyy Gravity

17 M27 MC12X10.6 36 Lbyy Gravity

18 M28 MC12X10.6 36 Lbyy Gravity

19 M29 MC12X10.6 36 Lbyy Gravity

20 M30 MC12X10.6 36 Lbyy Gravity

21 M31 MC12X10.6 36 Lbyy Gravity

22 M32 MC12X10.6 36 Lbyy Gravity

23 M33 MC12X10.6 36 Lbyy Gravity

24 M34 MC12X10.6 36 Lbyy Gravity

25 M35 MC12X10.6 36 Lbyy Gravity

26 M36 MC12X10.6 36 Lbyy Gravity

27 M37 MC12X10.6 36 Lbyy Gravity

28 M38 MC12X10.6 36 Lbyy Gravity

29 M39 MC12X10.6 36 Lbyy Gravity

30 M40 L3x3x4 210.24 105.3 105.3 Lateral

31 M41 L3x3x4 210.24 105.3 105.3 Lateral

32 M42 L3x3x4 210.24 105.3 105.3 Lateral

33 M43 L3x3x4 210.24 105.3 105.3 Lateral

34 M44 L3x3x4 210.601 105.3 105.3 Lateral

35 M45 L3x3x4 210.601 105.3 105.3 Lateral

36 M46 L3x3x4 210.601 105.3 105.3 Lateral

37 M47 L3x3x4 210.601 105.3 105.3 Lateral

38 M48 HSS4x4x4 132 Lateral

39 M49 HSS4x4x4 132 Lateral

40 M50 HSS4x4x4 132 Lateral

41 M51 HSS4x4x4 132 Lateral

42 M52 HSS4x4x4 132 Lateral

43 M53 HSS4x4x4 132 Lateral

44 M54 HSS4x3x2 95.75 Lbyy Gravity

45 M55 HSS4x3x2 95.75 Lbyy Gravity

46 M56 HSS4x3x2 95.75 Lbyy Gravity

47 M57 HSS4x3x2 95.75 Lbyy Gravity

48 M58 HSS4x3x2 95.75 Lbyy Gravity

49 M59 HSS4x3x2 95.75 Lbyy Gravity

RISA-3D Version 17.0.4 Page 12 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224 Fax: (314) 984-0561

JOB: LACKLAND AFB

EBTECH W.O. #: 7302 - MCGINNIS # 27414

SHEET #: 40 of 323

Hot Rolled Steel Design Parameters (Continued) Label Shape Length[... Lbyy[in] Lbzz[in] Lcomp top[...Lcomp bot[...L-torq... Kyy Kzz Cb Functi...

50 M60 HSS4x3x2 95.75 Lbyy Gravity

51 M61 HSS4x3x2 95.75 Lbyy Gravity

52 M62 HSS3x3x2 95.75 Lbyy Lateral

53 M63 HSS3x3x2 95.75 Lbyy Lateral

54 M64 HSS3x3x2 95.75 Lbyy Lateral

55 M65 HSS3x3x2 23.938 Lbyy Lateral

56 M66 HSS3x3x2 23.937 Lbyy Lateral

57 M67 HSS3x3x2 23.938 Lbyy Lateral

58 M68 HSS3x3x2 23.938 Lbyy Lateral

59 M69 HSS3x3x2 23.938 Lbyy Lateral

60 M70 HSS3x3x2 23.937 Lbyy Lateral

61 M71 HSS3x3x2 23.938 Lbyy Lateral

62 M72 HSS3x3x2 23.938 Lbyy Lateral

63 M73 HSS3x3x2 23.938 Lbyy Lateral

64 M74 HSS3x3x2 23.937 Lbyy Lateral

65 M75 HSS3x3x2 23.938 Lbyy Lateral

66 M76 HSS3x3x2 23.938 Lbyy Lateral

67 M77 HSS3x3x2 23.938 Lbyy Lateral

68 M78 HSS3x3x2 23.937 Lbyy Lateral

69 M79 HSS3x3x2 23.938 Lbyy Lateral

70 M80 HSS3x3x2 23.938 Lbyy Lateral

71 M81 HSS3x3x2 96 Lateral

72 M82 HSS3x3x2 96 Lateral

73 M83 HSS3x3x2 96 Lateral

74 M84 HSS3x3x2 96 Lateral

75 M85 HSS3x2x2 96 Lateral

76 M86 HSS3x2x2 96 Lateral

77 M87 HSS3x2x2 96 Lateral

78 M88 HSS3x2x2 42 Lbyy Lateral

79 M89 HSS3x2x2 40.75 Lbyy Lateral

80 M90 HSS3x2x2 40.75 Lbyy Lateral

81 M91 HSS3x2x2 96 Lateral

82 M92 HSS3x2x2 47.875 Lbyy Lateral

83 M93 HSS3x2x2 47.875 Lbyy Lateral

84 M94 HSS3x2x2 14.125 Lbyy Lateral

85 M95 HSS3x2x2 45.875 Lbyy Lateral

86 M96 HSS3x2x2 47.875 Lbyy Lateral

87 M97 HSS3x2x2 47.875 Lbyy Lateral

88 M98 HSS3x2x2 14.125 Lbyy Lateral

89 M99 HSS3x2x2 45.875 Lbyy Lateral

90 M100 HSS3x2x2 96 Lateral

91 M101 HSS3x2x2 47.875 Lbyy Lateral

92 M102 HSS3x2x2 47.875 Lbyy Lateral

93 M103 HSS3x2x2 14.125 Lbyy Lateral

94 M104 HSS3x2x2 45.875 Lbyy Lateral

95 M105 HSS3x2x2 47.875 Lbyy Lateral

96 M106 HSS3x2x2 47.875 Lbyy Lateral

97 M107 HSS3x2x2 14.125 Lbyy Lateral

98 M108 HSS3x2x2 45.875 Lbyy Lateral

99 M109 HSS3x2x2 96 Lateral

100 M110 HSS3x2x2 47.875 Lbyy Lateral

101 M111 HSS3x2x2 47.875 Lbyy Lateral

102 M112 HSS3x2x2 14.125 Lbyy Lateral

103 M113 HSS3x2x2 45.875 Lbyy Lateral

104 M114 HSS3x2x2 47.875 Lbyy Lateral

105 M115 HSS3x2x2 47.875 Lbyy Lateral

RISA-3D Version 17.0.4 Page 13 [P:\...\...\...\...\Mezzanine and Bldging Model.r3d]

McGINNIS & ASSOCIATES Structural Engineers 1110 Westmark Drive St. Louis, Missouri 63131

(314) 835-1224…