13 - Structural Calcs 693 19 106 .pdf

Department of Veterans Affairs WILKES-BARRE VA Medical Center

WILKES-BARRE, PA

Project Number 693-19-106

(VEG 19.25)

RENOVATE 9TH FLOOR

MENTAL HEALTH

Structural Calculations

APRIL 18, 2023

ASCE 7 Hazards Report Address:

Wilkes-Barre Pennsylvania, Standard: ASCE/SEI 7-16 Latitude: 41.24323

Risk Category: III Longitude: -75.87594

Soil Class: D - Stiff Soil Elevation: 553.1481421758057 ft

(NAVD 88)

Wind

Results:

Wind Speed 119 Vmph

10-year MRI 75 Vmph

25-year MRI 83 Vmph

50-year MRI 88 Vmph

100-year MRI 94 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: Thu Apr 20 2023

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.

Page 1 of 3https://asce7hazardtool.online/ Thu Apr 20 2023 https://asce7hazardtool.online/

SS : 0.124

S1 : 0.044

Fa : 1.6

Fv : 2.4

SMS : 0.198

SM1 : 0.106

SDS : 0.132

SD1 : 0.07

TL : 6

PGA : 0.062

PGA M : 0.099

FPGA : 1.6

Ie : 1.25

Cv : 0.7

Seismic Design Category:

D - Stiff Soil

B Design Response Spectrum

S (g) vs T(s)a

MCE Response SpectrumR

S (g) vs T(s)a

Design Vertical Response Spectrum

S (g) vs T(s)a

MCE Vertical Response SpectrumR

S (g) vs T(s)a

Seismic

Site Soil Class:

Results:

Data Accessed: Thu Apr 20 2023

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.

Page 2 of 3https://asce7hazardtool.online/ Thu Apr 20 2023

Snow

Results:

Mapped Elevation: 553.1 ft

Data Source: ASCE/SEI 7-16, Table 7.2-8

Date Accessed: Thu Apr 20 2023

In "Case Study" areas, site-specific case studies are required to establish ground snow loads. Extreme local variations in ground snow loads in these areas preclude mapping at this scale.

Ground snow load determination for such sites shall be based on an extreme value statistical analysis of data available in the vicinity of the site using a value with a 2 percent annual probability of being exceeded (50-year mean recurrence interval).

Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered.

Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other.

The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;

or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool.

Page 3 of 3https://asce7hazardtool.online/ Thu Apr 20 2023

Company Designer Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 1

Node Coordinates

Label X [ft] Y [ft] Z [ft] Detach From Diaphragm

1 N1 25 21 12.25 2 N2 25 31 12.25 3 N3 41 10.333 12.25 4 N4 34.5 44 12.25 5 N5 43.5 44 12.25 6 N6 31.5 44 12.25 7 N7 37.5 44 12.25 8 N8 40.5 44 12.25 9 N9 25.5 44 12.25

10 N10 28.5 44 12.25 11 N11 43.5 8 12.25 12 N12 40.5 8 12.25 13 N13 25.5 8 12.25 14 N14 31.5 8 12.25 15 N15 34.5 8 12.25 16 N16 28.5 8 12.25 17 N17 37.5 8 12.25 18 N18 22 5 0 19 N19 44 5 0 20 N20 44 21 0 21 N21 1.5 21 12.25 22 N22 47.583333 21 12.25 23 N23 46.5 21 12.25 24 N24 4.5 21 12.25 25 N25 7.5 21 12.25 26 N26 10.5 21 12.25 27 N27 13.5 21 12.25 28 N28 16.5 21 12.25 29 N29 19.5 21 12.25 30 N30 4.5 31 12.25 31 N31 7.5 31 12.25 32 N32 10.5 31 12.25 33 N33 13.5 31 12.25 34 N34 16.5 31 12.25 35 N35 19.5 31 12.25 36 N36 46.5 26 12.25 37 N37 47.583333 26 12.25 38 N38 2 21 12.25 39 N39 2 31 12.25 40 N40 2 0 12.25 41 N41 2 5 12.25 42 N42 4.5 0 12.25 43 N43 4.5 5 12.25 44 N44 7.5 0 12.25 45 N45 7.5 5 12.25 46 N46 10.5 0 12.25 47 N47 10.5 5 12.25 48 N48 13.5 0 12.25 49 N49 13.5 5 12.25 50 N50 16.5 0 12.25 51 N51 16.5 5 12.25 52 N52 19.5 0 12.25 53 N53 19.5 5 12.25 54 N54 22 0 12.25 55 N55 25.5 0 12.25

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 2

Node Coordinates (Continued)

Label X [ft] Y [ft] Z [ft] Detach From Diaphragm

56 N56 25.5 5 12.25 57 N57 28.5 0 12.25 58 N58 28.5 5 12.25 59 N59 31.5 0 12.25 60 N60 31.5 5 12.25 61 N61 34.5 0 12.25 62 N62 34.5 5 12.25 63 N63 37.5 0 12.25 64 N64 37.5 5 12.25 65 N65 40.5 0 12.25 66 N66 40.5 5 12.25 67 N67 43.5 0 12.25 68 N68 43.5 5 12.25 69 N69 46.5 0 12.25 70 N70 46.5 5 12.25 71 N71 47.583333 0 12.25 72 N72 47.583333 5 12.25 73 N73 2 5 11.42 74 N74 4.5 5 11.42 75 N75 7.5 5 11.42 76 N76 10.5 5 11.42 77 N77 13.5 5 11.42 78 N78 16.5 5 11.42 79 N79 19.5 5 11.42 80 N80 22 5 11.42 81 N81 25.5 5 11.42 82 N82 28.5 5 11.42 83 N83 31.5 5 11.42 84 N84 34.5 5 11.42 85 N85 37.5 5 11.42 86 N86 40.5 5 11.42 87 N87 43.5 5 11.42 88 N88 44 21 11.42 89 N89 46.5 10.333 12.25 90 N90 46.5 15.667 12.25 91 N91 47.583333 10.333 12.25 92 N92 47.583333 15.667 12.25 93 N93 22 47 0 94 N94 44 47 0 95 N95 44 31 0 96 N96 1.5 31 12.25 97 N97 47.583333 31 12.25 98 N98 46.5 31 12.25 99 N99 2 52 12.25

100 N100 2 47 12.25 101 N101 4.5 52 12.25 102 N102 4.5 47 12.25 103 N103 7.5 52 12.25 104 N104 7.5 47 12.25 105 N105 10.5 52 12.25 106 N106 10.5 47 12.25 107 N107 13.5 52 12.25 108 N108 13.5 47 12.25 109 N109 16.5 52 12.25 110 N110 16.5 47 12.25

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 3

Node Coordinates (Continued)

Label X [ft] Y [ft] Z [ft] Detach From Diaphragm

111 N111 19.5 52 12.25 112 N112 19.5 47 12.25 113 N113 22 52 12.25 114 N114 25.5 52 12.25 115 N115 25.5 47 12.25 116 N116 28.5 52 12.25 117 N117 28.5 47 12.25 118 N118 31.5 52 12.25 119 N119 31.5 47 12.25 120 N120 34.5 52 12.25 121 N121 34.5 47 12.25 122 N122 37.5 52 12.25 123 N123 37.5 47 12.25 124 N124 40.5 52 12.25 125 N125 40.5 47 12.25 126 N126 43.5 52 12.25 127 N127 43.5 47 12.25 128 N128 46.5 52 12.25 129 N129 46.5 47 12.25 130 N130 47.583333 52 12.25 131 N131 47.583333 47 12.25 132 N132 2 47 11.42 133 N133 4.5 47 11.42 134 N134 7.5 47 11.42 135 N135 10.5 47 11.42 136 N136 13.5 47 11.42 137 N137 16.5 47 11.42 138 N138 19.5 47 11.42 139 N139 22 47 11.42 140 N140 25.5 47 11.42 141 N141 28.5 47 11.42 142 N142 31.5 47 11.42 143 N143 34.5 47 11.42 144 N144 37.5 47 11.42 145 N145 40.5 47 11.42 146 N146 43.5 47 11.42 147 N147 44 47 11.42 148 N148 44 31 11.42 149 N149 46.5 41.667 12.25 150 N150 46.5 36.333 12.25 151 N151 47.583333 41.667 12.25 152 N152 47.583333 36.333 12.25 153 N153 22 47 7.75 154 N154 22 5 7.75 155 N155 44 5 11.42 156 N156 47.583333 5 11.42 157 N157 46.5 5 11.42 158 N158 47.583333 47 11.42 159 N159 46.5 47 11.42 160 N160 22 31 12.25 161 N161 22 31 11.42 162 N162 22 52 11.42 163 N163 22 0 11.42 164 N164 22 8 11.42 165 N165 44 8 11.42

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 4

Node Coordinates (Continued)

Label X [ft] Y [ft] Z [ft] Detach From Diaphragm

166 N166 22 44 11.42 167 N167 22 44 12.25 168 N168 44 8 12.25 169 N169 22 8 12.25 170 N170 44 44 11.42 171 N171 44 44 12.25 172 N172 41 8 12.25 173 N173 22 26 12.25 174 N174 41 44 12.25 175 N175 44 10.333 11.42 176 N176 44 10.333 12.25 177 N177 44 0 11.42 178 N178 44 0 12.25 179 N179 44 52 11.42 180 N180 44 52 12.25 181 N181 44 15.666 11.42 182 N182 44 15.666 12.25 183 N183 41 15.666 12.25 184 N184 41 21 12.25 185 N185 44 21 12.25 186 N186 47.583333 31.333 12.25 187 N187 41 25.999 12.25 188 N188 44 25.999 11.42 189 N189 44 25.999 12.25 190 N190 41 30.999 12.25 191 N191 44 30.999 12.25 192 N192 41 36.332 12.25 193 N193 44 36.333 11.42 194 N194 44 36.333 12.25 195 N195 41 41.666 12.25 196 N196 44 41.666 11.42 197 N197 44 41.666 12.25 198 N198 22 21 12.25 199 N199 22 7.25 11.42 200 N200 22 44.75 11.42 201 N201 22 2.5 11.42 202 N202 22 2.5 12.25 203 N203 22 9 11.42 204 N204 22 9 12.25 205 N205 22 13 11.42 206 N206 22 13 12.25 207 N207 22 17 11.42 208 N208 22 17 12.25 209 N209 22 26 11.42 210 N210 22 49.5 11.42 211 N211 22 49.5 12.25 212 N212 22 43 11.42 213 N213 22 43 12.25 214 N214 22 39 11.42 215 N215 22 39 12.25 216 N216 22 35 11.42 217 N217 22 35 12.25 218 N218 22 21 11.42 219 N219 25 44 12.25 220 N220 25 8 12.25

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 5

Node Coordinates (Continued)

Label X [ft] Y [ft] Z [ft] Detach From Diaphragm

221 N221 47.583333 8 12.25 222 N222 47.583333 44 12.25

Node Boundary Conditions

Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad]

1 N132 Reaction Reaction Reaction 2 N73 Reaction Reaction Reaction 3 N21 Reaction Reaction Reaction Reaction Reaction Reaction 4 N18 Reaction Reaction Reaction Reaction Reaction Reaction 5 N19 Reaction Reaction Reaction Reaction Reaction Reaction 6 N20 Reaction Reaction Reaction Reaction Reaction Reaction 7 N93 Reaction Reaction Reaction Reaction Reaction Reaction 8 N94 Reaction Reaction Reaction Reaction Reaction Reaction 9 N95 Reaction Reaction Reaction Reaction Reaction Reaction

10 N96 Reaction Reaction Reaction Reaction Reaction Reaction

Hot Rolled Steel Properties

Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] Yield [ksi] Ry Fu [ksi] Rt

1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 7 A1085 29000 11154 0.3 0.65 0.49 50 1.4 65 1.3

Hot Rolled Steel Section Sets

Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴]

1 W14X48 W14X48 Beam Wide Flange A992 R1 14.1 51.4 484 1.45 2 W27X84 W27X84 Beam Wide Flange A992 R1 24.7 106 2850 2.81 3 W10X54 W10X54 Beam Wide Flange A992 R1 15.8 103 303 1.82 4 W10X26 W10X26 Beam Wide Flange A992 R1 7.61 14.1 144 0.402 5 W10X19 W10X19 Beam Wide Flange A992 R1 5.62 4.29 96.3 0.233 6 W8X21 W8X21 Beam Wide Flange A992 R1 6.16 9.77 75.3 0.282 7 C10X15.3 C10X15.3 Beam Channel A36 Gr.36 R1 4.48 2.27 67.3 0.209 8 C10X20 C10X20 Beam Channel A36 Gr.36 R1 5.87 2.8 78.9 0.368 9 C8X11.5 C8X11.5 Column Channel A36 Gr.36 R1 3.37 1.31 32.5 0.13

10HSS8X6X5/8 HSS8X6X10 Column RECT A500 Gr.B Rect R1 14 72.3 114 150 11HSS8X6X3/8 HSS8X6X6 Column RECT A500 Gr.B Rect R1 8.97 50.6 79.1 100 12 HSS8X6 HSS8X6X6 Column RECT A500 Gr.B Rect R1 8.97 50.6 79.1 100

Member Primary Data

Label I Node J Node Section/Shape Type Design List Material Design Rule

1 M156 N153 N200 HSS6X3X4 VBrace Tube A992 R1 2 M155 N154 N199 HSS6X3X4 VBrace Tube A992 R1 3 M163 N210 N211 RIGID None None RIGID R1 4 M148 N137 N110 RIGID None None RIGID R1 5 M147 N138 N112 RIGID None None RIGID R1 6 M145 N140 N115 RIGID None None RIGID R1 7 M144 N141 N117 RIGID None None RIGID R1

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 6

Member Primary Data (Continued)

Label I Node J Node Section/Shape Type Design List Material Design Rule

8 M143 N142 N119 RIGID None None RIGID R1 9 M142 N143 N121 RIGID None None RIGID R1

10 M149 N136 N108 RIGID None None RIGID R1 11 M141 N144 N123 RIGID None None RIGID R1 12 M139 N146 N127 RIGID None None RIGID R1 13 M135 N201 N202 RIGID None None RIGID R1 14 M137 N203 N204 RIGID None None RIGID R1 15 M138 N205 N206 RIGID None None RIGID R1 16 M161 N207 N208 RIGID None None RIGID R1 17 M162 N209 N173 RIGID None None RIGID R1 18 M261 N88 N185 RIGID None None RIGID R1 19 M164 N212 N213 RIGID None None RIGID R1 20 M140 N145 N125 RIGID None None RIGID R1 21 M150 N135 N106 RIGID None None RIGID R1 22 M151 N134 N104 RIGID None None RIGID R1 23 M152 N133 N102 RIGID None None RIGID R1 24 M271 N148 N191 RIGID None None RIGID R1 25 M226 N181 N182 RIGID None None RIGID R1 26 M258 N179 N180 RIGID None None RIGID R1 27 M234 N177 N178 RIGID None None RIGID R1 28 M230 N175 N176 RIGID None None RIGID R1 29 M273 N193 N194 RIGID None None RIGID R1 30 M275 N196 N197 RIGID None None RIGID R1 31 M165 N214 N215 RIGID None None RIGID R1 32 M235 N165 N168 RIGID None None RIGID R1 33 M236 N164 N169 RIGID None None RIGID R1 34 M269 N166 N167 RIGID None None RIGID R1 35 M233 N163 N54 RIGID None None RIGID R1 36 M231 N162 N113 RIGID None None RIGID R1 37 M266 N159 N129 RIGID None None RIGID R1 38 M265 N157 N70 RIGID None None RIGID R1 39 M153 N132 N100 RIGID None None RIGID R1 40 M228 N170 N171 RIGID None None RIGID R1 41 M167 N216 N217 RIGID None None RIGID R1 42 M268 N188 N189 RIGID None None RIGID R1 43 M64 N84 N62 RIGID None None RIGID R1 44 M195 N218 N198 RIGID None None RIGID R1 45 M61 N87 N68 RIGID None None RIGID R1 46 M62 N86 N66 RIGID None None RIGID R1 47 M63 N85 N64 RIGID None None RIGID R1 48 M197 N161 N160 RIGID None None RIGID R1 49 M65 N83 N60 RIGID None None RIGID R1 50 M66 N82 N58 RIGID None None RIGID R1 51 M69 N79 N53 RIGID None None RIGID R1 52 M70 N78 N51 RIGID None None RIGID R1 53 M71 N77 N49 RIGID None None RIGID R1 54 M67 N81 N56 RIGID None None RIGID R1 55 M73 N75 N45 RIGID None None RIGID R1 56 M74 N74 N43 RIGID None None RIGID R1 57 M75 N73 N41 RIGID None None RIGID R1 58 M72 N76 N47 RIGID None None RIGID R1 59 M8 N29 N35 C8X11.5 Column Channel A36 Gr.36 R1 60 M7 N28 N34 C8X11.5 Column Channel A36 Gr.36 R1 61 M56 N18 N80 HSS8X6X5/8 Column RECT A500 Gr.B Rect R1 62 M3 N24 N30 C8X11.5 Column Channel A36 Gr.36 R1

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 7

Member Primary Data (Continued)

Label I Node J Node Section/Shape Type Design List Material Design Rule

63 M4 N25 N31 C8X11.5 Column Channel A36 Gr.36 R1 64 M58 N20 N88 HSS8X6 Column RECT A500 Gr.B Rect R1 65 M6 N27 N33 C8X11.5 Column Channel A36 Gr.36 R1 66 M136 N95 N148 HSS8X6 Column RECT A500 Gr.B Rect R1 67 M159 N19 N155 HSS8X6X3/8 Column RECT A500 Gr.B Rect R1 68 M134 N93 N139 HSS8X6X5/8 Column RECT A500 Gr.B Rect R1 69 M5 N26 N32 C8X11.5 Column Channel A36 Gr.36 R1 70 M158 N94 N147 HSS8X6X3/8 Column RECT A500 Gr.B Rect R1 71 M166 N130 N113 C10X20 Beam Channel A36 Gr.36 R1 72 M201 N80 N73 W14X48 Beam Wide Flange A992 R1 73 M200 N2 N219 C10X15.3 Beam Channel A36 Gr.36 R1 74 M202 N156 N80 W10X26 Beam Wide Flange A992 R1 75 M170 N204 N206 C10X15.3 Beam Channel A36 Gr.36 R1 76 M203 N139 N158 W10X26 Beam Wide Flange A992 R1 77 M274 N151 N195 C10X15.3 Beam Channel A36 Gr.36 R1 78 M272 N152 N192 C10X15.3 Beam Channel A36 Gr.36 R1 79 M270 N97 N190 C10X15.3 Beam Channel A36 Gr.36 R1 80 M180 N71 N54 C10X20 Beam Channel A36 Gr.36 R1 81 M199 N1 N2 C10X15.3 Beam Channel A36 Gr.36 R1 82 M173 N198 N173 C10X15.3 Beam Channel A36 Gr.36 R1 83 M196 N160 N217 C10X15.3 Beam Channel A36 Gr.36 R1 84 M169 N169 N204 C10X15.3 Beam Channel A36 Gr.36 R1 85 M168 N202 N169 C10X15.3 Beam Channel A36 Gr.36 R1 86 M146 N54 N202 C10X15.3 Beam Channel A36 Gr.36 R1 87 M176 N217 N215 C10X15.3 Beam Channel A36 Gr.36 R1 88 M177 N215 N213 C10X15.3 Beam Channel A36 Gr.36 R1 89 M178 N213 N167 C10X15.3 Beam Channel A36 Gr.36 R1 90 M198 N220 N1 C10X15.3 Beam Channel A36 Gr.36 R1 91 M179 N167 N211 C10X15.3 Beam Channel A36 Gr.36 R1 92 M172 N208 N198 C10X15.3 Beam Channel A36 Gr.36 R1 93 M171 N206 N208 C10X15.3 Beam Channel A36 Gr.36 R1 94 M160 N179 N177 W10X26 Beam Wide Flange A992 R1 95 M157 N163 N162 W27X84 Beam Wide Flange A992 R1 96 M174 N96 N2 W10X54 Beam Wide Flange A992 R1 97 M175 N173 N160 C10X15.3 Beam Channel A36 Gr.36 R1 98 M181 N211 N113 C10X15.3 Beam Channel A36 Gr.36 R1 99 M1 N21 N1 W10X54 Beam Wide Flange A992 R1

100 M254 N98 N150 C10X15.3 Beam Channel A36 Gr.36 R1 101 M262 N22 N184 W10X19 Beam Wide Flange A992 R1 102 M107 N107 N33 W10X19 Beam Wide Flange A992 R1 103 M105 N105 N32 W10X19 Beam Wide Flange A992 R1 104 M103 N103 N31 W10X19 Beam Wide Flange A992 R1 105 M101 N101 N30 W10X19 Beam Wide Flange A992 R1 106 M99 N99 N39 W10X26 Beam Wide Flange A992 R1 107 M95 N98 N36 C10X15.3 Beam Channel A36 Gr.36 R1 108 M50 N69 N70 C10X15.3 Beam Channel A36 Gr.36 R1 109 M48 N67 N11 C10X15.3 Beam Channel A36 Gr.36 R1 110 M46 N65 N12 C10X15.3 Beam Channel A36 Gr.36 R1 111 M44 N63 N17 C10X15.3 Beam Channel A36 Gr.36 R1 112 M42 N61 N15 C10X15.3 Beam Channel A36 Gr.36 R1 113 M40 N59 N14 C10X15.3 Beam Channel A36 Gr.36 R1 114 M38 N57 N16 C10X15.3 Beam Channel A36 Gr.36 R1 115 M36 N55 N13 C10X15.3 Beam Channel A36 Gr.36 R1 116 M29 N48 N27 W10X19 Beam Wide Flange A992 R1 117 M27 N46 N26 W10X19 Beam Wide Flange A992 R1

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 8

Member Primary Data (Continued)

Label I Node J Node Section/Shape Type Design List Material Design Rule

118 M25 N44 N25 W10X19 Beam Wide Flange A992 R1 119 M23 N42 N24 W10X19 Beam Wide Flange A992 R1 120 M21 N40 N38 W10X26 Beam Wide Flange A992 R1 121 M19 N38 N39 W8X21 Beam Wide Flange A992 R1 122 M17 N23 N36 C10X15.3 Beam Channel A36 Gr.36 R1 123 M109 N109 N34 W10X19 Beam Wide Flange A992 R1 124 M267 N37 N187 C10X15.3 Beam Channel A36 Gr.36 R1 125 M111 N111 N35 W10X19 Beam Wide Flange A992 R1 126 M116 N116 N10 C10X15.3 Beam Channel A36 Gr.36 R1 127 M260 N22 N184 C10X15.3 Beam Channel A36 Gr.36 R1 128 M259 N92 N183 C10X15.3 Beam Channel A36 Gr.36 R1 129 M232 N91 N3 C10X15.3 Beam Channel A36 Gr.36 R1 130 M257 N172 N174 W10X45 Beam Wide Flange A992 R1 131 M241 N171 N167 W10X26 Beam Wide Flange A992 R1 132 M247 N52 N29 W10X19 Beam Wide Flange A992 R1 133 M244 N50 N28 W10X19 Beam Wide Flange A992 R1 134 M240 N169 N168 W10X26 Beam Wide Flange A992 R1 135 M256 N149 N129 C10X15.3 Beam Channel A36 Gr.36 R1 136 M255 N150 N149 C10X15.3 Beam Channel A36 Gr.36 R1 137 M182 N40 N54 C10X15.3 Beam Channel A36 Gr.36 R1 138 M253 N90 N23 C10X15.3 Beam Channel A36 Gr.36 R1 139 M252A N89 N90 C10X15.3 Beam Channel A36 Gr.36 R1 140 M251A N70 N89 C10X15.3 Beam Channel A36 Gr.36 R1 141 M132 N132 N139 W14X48 Beam Wide Flange A992 R1 142 M128 N128 N129 C10X15.3 Beam Channel A36 Gr.36 R1 143 M126 N126 N5 C10X15.3 Beam Channel A36 Gr.36 R1 144 M124 N124 N8 C10X15.3 Beam Channel A36 Gr.36 R1 145 M122 N122 N7 C10X15.3 Beam Channel A36 Gr.36 R1 146 M120 N120 N4 C10X15.3 Beam Channel A36 Gr.36 R1 147 M118 N118 N6 C10X15.3 Beam Channel A36 Gr.36 R1 148 M114 N114 N9 C10X15.3 Beam Channel A36 Gr.36 R1 149 M154 N99 N113 C10X15.3 Beam Channel A36 Gr.36 R1

Hot Rolled Steel Design Parameters

Label Shape Length [ft] Lb y-y [ft] Lcomp top [ft] Channel Conn. a [ft] Function

1 M156 HSS6X3X4 4.305 Lbyy N/A N/A Lateral 2 M155 HSS6X3X4 4.305 N/A N/A Lateral 3 M8 C8X11.5 10 Lbyy N/A N/A Gravity 4 M7 C8X11.5 10 Lbyy N/A N/A Gravity 5 M56 HSS8X6X5/8 11.42 N/A N/A Gravity 6 M3 C8X11.5 10 Lbyy N/A N/A Gravity 7 M4 C8X11.5 10 Lbyy N/A N/A Gravity 8 M58 HSS8X6 11.42 N/A N/A Gravity 9 M6 C8X11.5 10 Lbyy N/A N/A Gravity

10 M136 HSS8X6 11.42 N/A N/A Gravity 11 M159 HSS8X6X3/8 11.42 N/A N/A Gravity 12 M134 HSS8X6X5/8 11.42 N/A N/A Gravity 13 M5 C8X11.5 10 Lbyy N/A N/A Gravity 14 M158 HSS8X6X3/8 11.42 N/A N/A Gravity 15 M166 C10X20 25.583 3 N/A N/A Lateral 16 M201 W14X48 20 Lbyy N/A N/A Lateral 17 M200 C10X15.3 13 Lbyy N/A N/A Lateral 18 M202 W10X26 25.583 Lbyy N/A N/A Lateral 19 M170 C10X15.3 4 Lbyy N/A N/A Lateral 20 M203 W10X26 25.583 Lbyy N/A N/A Lateral

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 9

Hot Rolled Steel Design Parameters (Continued)

Label Shape Length [ft] Lb y-y [ft] Lcomp top [ft] Channel Conn. a [ft] Function

21 M274 C10X15.3 6.583 Lbyy N/A N/A Lateral 22 M272 C10X15.3 6.583 Lbyy N/A N/A Lateral 23 M270 C10X15.3 6.583 Lbyy N/A N/A Lateral 24 M180 C10X20 25.583 3 N/A N/A Lateral 25 M199 C10X15.3 10 Lbyy N/A N/A Lateral 26 M173 C10X15.3 5 Lbyy N/A N/A Lateral 27 M196 C10X15.3 4 Lbyy N/A N/A Lateral 28 M169 C10X15.3 1 Lbyy N/A N/A Lateral 29 M168 C10X15.3 5.5 Lbyy N/A N/A Lateral 30 M146 C10X15.3 2.5 Lbyy N/A N/A Lateral 31 M176 C10X15.3 4 Lbyy N/A N/A Lateral 32 M177 C10X15.3 4 Lbyy N/A N/A Lateral 33 M178 C10X15.3 1 Lbyy N/A N/A Lateral 34 M198 C10X15.3 13 Lbyy N/A N/A Lateral 35 M179 C10X15.3 5.5 Lbyy N/A N/A Lateral 36 M172 C10X15.3 4 Lbyy N/A N/A Lateral 37 M171 C10X15.3 4 Lbyy N/A N/A Lateral 38 M160 W10X26 52 16 N/A N/A Lateral 39 M157 W27X84 52 16 N/A N/A Lateral 40 M174 W10X54 23.5 3 Lbyy N/A N/A Gravity 41 M175 C10X15.3 5 Lbyy N/A N/A Lateral 42 M181 C10X15.3 2.5 Lbyy N/A N/A Lateral 43 M1 W10X54 23.5 3 Lbyy N/A N/A Gravity 44 M254 C10X15.3 5.333 Lbyy N/A N/A Lateral 45 M262 W10X19 6.583 Lbyy N/A N/A Lateral 46 M107 W10X19 21 Lbyy N/A N/A Gravity 47 M105 W10X19 21 Lbyy N/A N/A Gravity 48 M103 W10X19 21 Lbyy N/A N/A Gravity 49 M101 W10X19 21 Lbyy N/A N/A Gravity 50 M99 W10X26 21 21 Lbyy N/A N/A Gravity 51 M95 C10X15.3 5 Lbyy N/A N/A Lateral 52 M50 C10X15.3 5 Lbyy N/A N/A Lateral 53 M48 C10X15.3 8 Lbyy N/A N/A Lateral 54 M46 C10X15.3 8 Lbyy N/A N/A Gravity 55 M44 C10X15.3 8 Lbyy N/A N/A Gravity 56 M42 C10X15.3 8 Lbyy N/A N/A Gravity 57 M40 C10X15.3 8 Lbyy N/A N/A Gravity 58 M38 C10X15.3 8 Lbyy N/A N/A Gravity 59 M36 C10X15.3 8 Lbyy N/A N/A Gravity 60 M29 W10X19 21 Lbyy N/A N/A Gravity 61 M27 W10X19 21 Lbyy N/A N/A Gravity 62 M25 W10X19 21 Lbyy N/A N/A Gravity 63 M23 W10X19 21 Lbyy N/A N/A Gravity 64 M21 W10X26 21 21 Lbyy N/A N/A Gravity 65 M19 W8X21 10 Lbyy N/A N/A Gravity 66 M17 C10X15.3 5 Lbyy N/A N/A Lateral 67 M109 W10X19 21 Lbyy N/A N/A Gravity 68 M267 C10X15.3 6.583 Lbyy N/A N/A Lateral 69 M111 W10X19 21 Lbyy N/A N/A Gravity 70 M116 C10X15.3 8 Lbyy N/A N/A Gravity 71 M260 C10X15.3 6.583 Lbyy N/A N/A Lateral 72 M259 C10X15.3 6.583 Lbyy N/A N/A Lateral 73 M232 C10X15.3 6.583 Lbyy N/A N/A Lateral 74 M257 W10X45 36 6 N/A N/A Lateral 75 M241 W10X26 22 3 N/A N/A Lateral

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 10

Hot Rolled Steel Design Parameters (Continued)

Label Shape Length [ft] Lb y-y [ft] Lcomp top [ft] Channel Conn. a [ft] Function

76 M247 W10X19 21 0 N/A N/A Lateral 77 M244 W10X19 21 Lbyy N/A N/A Lateral 78 M240 W10X26 22 3 N/A N/A Lateral 79 M256 C10X15.3 5.333 Lbyy N/A N/A Lateral 80 M255 C10X15.3 5.334 Lbyy N/A N/A Lateral 81 M182 C10X15.3 20 Lbyy N/A N/A Lateral 82 M253 C10X15.3 5.333 Lbyy N/A N/A Lateral 83 M252A C10X15.3 5.334 Lbyy N/A N/A Lateral 84 M251A C10X15.3 5.333 Lbyy N/A N/A Lateral 85 M132 W14X48 20 22 Lbyy N/A N/A Lateral 86 M128 C10X15.3 5 Lbyy N/A N/A Lateral 87 M126 C10X15.3 8 Lbyy N/A N/A Lateral 88 M124 C10X15.3 8 Lbyy N/A N/A Gravity 89 M122 C10X15.3 8 Lbyy N/A N/A Gravity 90 M120 C10X15.3 8 Lbyy N/A N/A Gravity 91 M118 C10X15.3 8 Lbyy N/A N/A Gravity 92 M114 C10X15.3 8 Lbyy N/A N/A Gravity 93 M154 C10X15.3 20 Lbyy N/A N/A Lateral

Diaphragms

No Data to Print...

Design Size and Code Check Parameters

Label Max Axial/Bending Chk Max Shear Chk

1 R1 1 1

Nodal Loads and Enforced Displacements

No Data to Print...

Member Distributed Loads (BLC 3 : ROOF SN+drift)

Member Label Direction Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M21 Z -126 -126 0 %100 2 M19 Z -126 -126 0 %100 3 M99 Z -126 -126 0 %100 4 M101 Z -120.752 -120.752 0 %100 5 M3 Z -120.752 -120.752 0 %100 6 M23 Z -120.752 -120.752 0 %100 7 M25 Z -88.648 -88.648 0 %100 8 M4 Z -88.648 -88.648 0 %100 9 M103 Z -88.648 -88.648 0 %100

10 M27 Z -43.693 -43.693 0 %100 11 M5 Z -43.693 -43.693 0 %100 12 M105 Z -43.693 -43.693 0 %100 13 M107 Z -5.304 -5.304 0 %100 14 M6 Z -5.304 -5.304 0 %100 15 M29 Z -5.304 -5.304 0 %100

Member Distributed Loads (BLC 4 : WL E-W)

Member Label Direction Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M58 X -672 -672 0 %100 2 M136 X -672 -672 0 %100

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 11

Member Distributed Loads (BLC 4 : WL E-W) (Continued)

Member Label Direction Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

3 M159 X -420 -420 0 %100 4 M158 X -420 -420 0 %100

Member Distributed Loads (BLC 5 : WL N-S)

Member Label Direction Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M56 Y 1140 1140 0 %100 2 M180 Y 156 156 0 %100 3 M159 Y 520 520 0 %100 4 M182 Y 156 156 0 %100

Member Distributed Loads (BLC 9 : )

Member Label Direction Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M56 Y 1140 1140 0 %100

Member Distributed Loads (BLC 10 : )

Member Label Direction Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M56 Y 1140 1140 0 %100

Member Distributed Loads (BLC 8 : BLC 1 Transient Area Loads)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M8 Z -29.81 -26.085 0 2 2 M8 Z -26.085 -24.223 2 4 3 M8 Z -24.223 -26.087 4 6 4 M8 Z -26.087 -28.019 6 8 5 M8 Z -28.019 -28.157 8 10 6 M7 Z -30 -30 5.551e-16 10 7 M3 Z -27.5 -27.5 4.441e-16 10 8 M4 Z -30 -30 5.551e-16 10 9 M6 Z -30 -30 5.551e-16 10

10 M5 Z -30 -30 5.551e-16 10 11 M170 Z -8.934 -8.872 0 1.333 12 M170 Z -8.872 -10.102 1.333 2.667 13 M170 Z -10.102 -12.624 2.667 4 14 M173 Z -9.138 -14.737 0 2.5 15 M173 Z -14.737 -20.335 2.5 5 16 M196 Z -12.656 -12.656 4.885e-15 4 17 M169 Z -12.863 -10.885 0 0.5 18 M169 Z -10.885 -8.907 0.5 1 19 M168 Z -5.599 -15.066 0 1.375 20 M168 Z -15.066 -14.749 1.375 2.75 21 M168 Z -14.749 -12.157 2.75 4.125 22 M168 Z -12.157 -17.073 4.125 5.5 23 M146 Z -12.5 -12.5 0.002 2.389 24 M176 Z -12.584 -12.584 0.068 4 25 M177 Z -12.646 -10.104 0 1.333 26 M177 Z -10.104 -8.858 1.333 2.667 27 M177 Z -8.858 -8.907 2.667 4 28 M178 Z -8.951 -10.916 0 0.5 29 M178 Z -10.916 -12.881 0.5 1 30 M179 Z -17.096 -12.169 0 1.375

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 12

Member Distributed Loads (BLC 8 : BLC 1 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

31 M179 Z -12.169 -14.75 1.375 2.75 32 M179 Z -14.75 -15.064 2.75 4.125 33 M179 Z -15.064 -5.6 4.125 5.5 34 M172 Z -12.656 -12.656 0 4 35 M171 Z -12.585 -12.585 0 3.932 36 M175 Z -12.563 -12.563 0.259 4.997 37 M181 Z -12.5 -12.5 0.111 2.498 38 M107 Z -30 -30 2.109e-15 21 39 M105 Z -30 -30 1.998e-15 21 40 M103 Z -30 -30 1.454e-14 21 41 M101 Z -27.5 -27.5 9.77e-15 21 42 M99 Z -12.5 -12.5 9.659e-15 21 43 M29 Z -30 -30 3.664e-15 21 44 M27 Z -30 -30 3.664e-15 21 45 M25 Z -30 -30 3.664e-15 21 46 M23 Z -27.5 -27.5 5.44e-15 21 47 M21 Z -12.5 -12.5 3.886e-15 21 48 M19 Z -12.5 -12.5 4.441e-16 10 49 M109 Z -30 -30 1.499e-14 21 50 M111 Z -28.157 -27.862 0 2.1 51 M111 Z -27.862 -27.851 2.1 4.2 52 M111 Z -27.851 -26.35 4.2 6.3 53 M111 Z -26.35 -26.773 6.3 8.4 54 M111 Z -26.773 -30.759 8.4 10.5 55 M111 Z -30.759 -29.88 10.5 12.6 56 M111 Z -29.88 -27.21 12.6 14.7 57 M111 Z -27.21 -27.344 14.7 16.8 58 M111 Z -27.344 -27.344 16.8 18.9 59 M111 Z -27.344 -27.344 18.9 21 60 M247 Z -28.149 -27.871 0 2.1 61 M247 Z -27.871 -28.455 2.1 4.2 62 M247 Z -28.455 -27.66 4.2 6.3 63 M247 Z -27.66 -26.784 6.3 8.4 64 M247 Z -26.784 -29.105 8.4 10.5 65 M247 Z -29.105 -29.042 10.5 12.6 66 M247 Z -29.042 -27.33 12.6 14.7 67 M247 Z -27.33 -27.352 14.7 16.8 68 M247 Z -27.352 -27.344 16.8 18.9 69 M247 Z -27.344 -27.344 18.9 21 70 M244 Z -29.991 -30.01 0 2.1 71 M244 Z -30.01 -30.608 2.1 4.2 72 M244 Z -30.608 -29.514 4.2 6.3 73 M244 Z -29.514 -28.136 6.3 8.4 74 M244 Z -28.136 -30.603 8.4 10.5 75 M244 Z -30.603 -31.477 10.5 12.6 76 M244 Z -31.477 -30.101 12.6 14.7 77 M244 Z -30.101 -30.008 14.7 16.8 78 M244 Z -30.008 -30 16.8 18.9 79 M244 Z -30 -30 18.9 21 80 M168 Z -12.696 -19.732 0 1.1 81 M168 Z -19.732 -23.004 1.1 2.2 82 M168 Z -23.004 -19.026 2.2 3.3 83 M168 Z -19.026 -15.283 3.3 4.4 84 M168 Z -15.283 -15.26 4.4 5.5 85 M146 Z -16.422 -15.95 0 1.25

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 13

Member Distributed Loads (BLC 8 : BLC 1 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

86 M146 Z -15.95 -15.478 1.25 2.5 87 M48 Z -18.833 -19.833 0 1.6 88 M48 Z -19.833 -19.743 1.6 3.2 89 M48 Z -19.743 -19.749 3.2 4.8 90 M48 Z -19.749 -19.849 4.8 6.4 91 M48 Z -19.849 -18.856 6.4 8 92 M46 Z -33.809 -29.193 0 1.6 93 M46 Z -29.193 -31.877 1.6 3.2 94 M46 Z -31.877 -31.856 3.2 4.8 95 M46 Z -31.856 -29.166 4.8 6.4 96 M46 Z -29.166 -33.809 6.4 8 97 M44 Z -44.788 -25.481 0 1.6 98 M44 Z -25.481 -25.17 1.6 3.2 99 M44 Z -25.17 -25.169 3.2 4.8

100 M44 Z -25.169 -25.477 4.8 6.4 101 M44 Z -25.477 -44.78 6.4 8 102 M42 Z -30 -30 5.551e-16 8 103 M40 Z -30 -30 5.551e-16 8 104 M38 Z -30 -30 5.551e-16 8 105 M36 Z -49.676 -28.813 0 1.6 106 M36 Z -28.813 -28.397 1.6 3.2 107 M36 Z -28.397 -28.251 3.2 4.8 108 M36 Z -28.251 -28.116 4.8 6.4 109 M36 Z -28.116 -48.172 6.4 8 110 M179 Z -15.26 -15.282 0 1.1 111 M179 Z -15.282 -19.024 1.1 2.2 112 M179 Z -19.024 -23.004 2.2 3.3 113 M179 Z -23.004 -19.733 3.3 4.4 114 M179 Z -19.733 -12.696 4.4 5.5 115 M181 Z -15.481 -15.95 0 1.25 116 M181 Z -15.95 -16.42 1.25 2.5 117 M116 Z -30 -30 5.551e-16 8 118 M126 Z -18.856 -19.849 0 1.6 119 M126 Z -19.849 -19.749 1.6 3.2 120 M126 Z -19.749 -19.743 3.2 4.8 121 M126 Z -19.743 -19.833 4.8 6.4 122 M126 Z -19.833 -18.833 6.4 8 123 M124 Z -33.809 -29.166 0 1.6 124 M124 Z -29.166 -31.856 1.6 3.2 125 M124 Z -31.856 -31.877 3.2 4.8 126 M124 Z -31.877 -29.193 4.8 6.4 127 M124 Z -29.193 -33.809 6.4 8 128 M122 Z -44.78 -25.477 0 1.6 129 M122 Z -25.477 -25.169 1.6 3.2 130 M122 Z -25.169 -25.17 3.2 4.8 131 M122 Z -25.17 -25.481 4.8 6.4 132 M122 Z -25.481 -44.788 6.4 8 133 M120 Z -30 -30 5.551e-16 8 134 M118 Z -30 -30 5.551e-16 8 135 M114 Z -49.675 -28.814 0 1.6 136 M114 Z -28.814 -28.399 1.6 3.2 137 M114 Z -28.399 -28.25 3.2 4.8 138 M114 Z -28.25 -28.114 4.8 6.4 139 M114 Z -28.114 -48.172 6.4 8 140 M254 Z -33.903 -32.11 0 1.067

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 14

Member Distributed Loads (BLC 8 : BLC 1 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

141 M254 Z -32.11 -40.508 1.067 2.133 142 M254 Z -40.508 -40.51 2.133 3.2 143 M254 Z -40.51 -32.12 3.2 4.266 144 M254 Z -32.12 -33.926 4.266 5.333 145 M95 Z -23.024 -34.574 0 1 146 M95 Z -34.574 -43.499 1 2 147 M95 Z -43.499 -43.498 2 3 148 M95 Z -43.498 -34.572 3 4 149 M95 Z -34.572 -23.024 4 5 150 M50 Z -25.78 -20.033 0 1 151 M50 Z -20.033 -25.648 1 2 152 M50 Z -25.648 -27.524 2 3 153 M50 Z -27.524 -21.091 3 4 154 M50 Z -21.091 -21.451 4 5 155 M48 Z -6.814 -11.524 0 2 156 M48 Z -11.524 -13.608 2 4 157 M48 Z -13.608 -13.103 4 6 158 M48 Z -13.103 -12.632 6 8 159 M17 Z -23.023 -34.57 0 1 160 M17 Z -34.57 -43.496 1 2 161 M17 Z -43.496 -43.498 2 3 162 M17 Z -43.498 -34.572 3 4 163 M17 Z -34.572 -23.023 4 5 164 M256 Z -37.354 -33.12 0 1.067 165 M256 Z -33.12 -31.461 1.067 2.133 166 M256 Z -31.461 -24.422 2.133 3.2 167 M256 Z -24.422 -21.612 3.2 4.266 168 M256 Z -21.612 -30.988 4.266 5.333 169 M255 Z -33.903 -32.111 0 1.067 170 M255 Z -32.111 -40.51 1.067 2.134 171 M255 Z -40.51 -40.512 2.134 3.2 172 M255 Z -40.512 -32.122 3.2 4.267 173 M255 Z -32.122 -33.926 4.267 5.334 174 M253 Z -33.919 -32.117 0 1.067 175 M253 Z -32.117 -40.509 1.067 2.133 176 M253 Z -40.509 -40.51 2.133 3.2 177 M253 Z -40.51 -32.118 3.2 4.266 178 M253 Z -32.118 -33.919 4.266 5.333 179 M252A Z -33.902 -32.109 0 1.067 180 M252A Z -32.109 -40.505 1.067 2.134 181 M252A Z -40.505 -40.509 2.134 3.2 182 M252A Z -40.509 -32.122 3.2 4.267 183 M252A Z -32.122 -33.928 4.267 5.334 184 M251A Z -36.927 -22.418 0 1.067 185 M251A Z -22.418 -23.32 1.067 2.133 186 M251A Z -23.32 -31.089 2.133 3.2 187 M251A Z -31.089 -32.833 3.2 4.266 188 M251A Z -32.833 -37.095 4.266 5.333 189 M128 Z -26.09 -19.673 0 1 190 M128 Z -19.673 -30.007 1 2 191 M128 Z -30.007 -36.675 2 3 192 M128 Z -36.675 -27.619 3 4 193 M128 Z -27.619 -23.251 4 5 194 M126 Z -10.007 -7.971 0 2 195 M126 Z -7.971 -7.481 2 4

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 15

Member Distributed Loads (BLC 8 : BLC 1 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

196 M126 Z -7.481 -10.461 4 6 197 M126 Z -10.461 -15.367 6 8 198 M257 Z -37.875 -31.712 0 2 199 M257 Z -31.712 -27.325 2 4 200 M257 Z -27.325 -25.382 4 6 201 M257 Z -25.382 -30.452 6 8 202 M257 Z -30.452 -33.001 8 10 203 M257 Z -33.001 -31.168 10 12 204 M257 Z -31.168 -26.754 12 14 205 M257 Z -26.754 -27.746 14 16 206 M257 Z -27.746 -35.889 16 18 207 M257 Z -35.889 -27.924 18 20 208 M257 Z -27.924 -25.215 20 22 209 M257 Z -25.215 -29.172 22 24 210 M257 Z -29.172 -33.13 24 26 211 M257 Z -33.13 -33.132 26 28 212 M257 Z -33.132 -26.469 28 30 213 M257 Z -26.469 -26.469 30 32 214 M257 Z -26.469 -30.637 32 34 215 M257 Z -30.637 -38.973 34 36 216 M200 Z -13.101 -13.728 0 2.167 217 M200 Z -13.728 -14.249 2.167 4.333 218 M200 Z -14.249 -15.979 4.333 6.5 219 M200 Z -15.979 -17.274 6.5 8.667 220 M200 Z -17.274 -17.08 8.667 10.833 221 M200 Z -17.08 -17.147 10.833 13 222 M170 Z -24.441 -10.973 0 0.8 223 M170 Z -10.973 -10.731 0.8 1.6 224 M170 Z -10.731 -15.355 1.6 2.4 225 M170 Z -15.355 -9.842 2.4 3.2 226 M170 Z -9.842 -2.554 3.2 4 227 M199 Z -20.6 -14.854 0 2 228 M199 Z -14.854 -12.209 2 4 229 M199 Z -12.209 -13.126 4 6 230 M199 Z -13.126 -16.195 6 8 231 M199 Z -16.195 -20.952 8 10 232 M173 Z -13.528 -12.7 0 1.25 233 M173 Z -12.7 -14.118 1.25 2.5 234 M173 Z -14.118 -16.281 2.5 3.75 235 M173 Z -16.281 -16.944 3.75 5 236 M196 Z -10.616 -18.879 0 1 237 M196 Z -18.879 -18.882 1 2 238 M196 Z -18.882 -14.969 2 3 239 M196 Z -14.969 -15.402 3 4 240 M169 Z -2.443 -18.879 0 1 241 M176 Z -14.974 -14.432 0 1 242 M176 Z -14.432 -13.62 1 2 243 M176 Z -13.62 -12.513 2 3 244 M176 Z -12.513 -11.383 3 4 245 M177 Z -13.505 -13.583 0 0.8 246 M177 Z -13.583 -13.522 0.8 1.6 247 M177 Z -13.522 -13.043 1.6 2.4 248 M177 Z -13.043 -15.103 2.4 3.2 249 M177 Z -15.103 -19.983 3.2 4 250 M178 Z -7.372 -13.583 0 1

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 16

Member Distributed Loads (BLC 8 : BLC 1 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

251 M198 Z -18.181 -18.451 0 2.167 252 M198 Z -18.451 -17.11 2.167 4.333 253 M198 Z -17.11 -15.191 4.333 6.5 254 M198 Z -15.191 -14.43 6.5 8.667 255 M198 Z -14.43 -13.782 8.667 10.833 256 M198 Z -13.782 -13.122 10.833 13 257 M172 Z -15.692 -15.102 0 1 258 M172 Z -15.102 -18.907 1 2 259 M172 Z -18.907 -18.874 2 3 260 M172 Z -18.874 -10.607 3 4 261 M171 Z -14.443 -14.88 0 1 262 M171 Z -14.88 -15.16 1 2 263 M171 Z -15.16 -15.179 2 3 264 M171 Z -15.179 -15.092 3 4 265 M175 Z -21.509 -15.722 0 1.25 266 M175 Z -15.722 -12.51 1.25 2.5 267 M175 Z -12.51 -12.566 2.5 3.75 268 M175 Z -12.566 -13.317 3.75 5

Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

1 M175 Z -43.018 -31.444 0 1.25 2 M175 Z -31.444 -25.019 1.25 2.5 3 M175 Z -25.019 -25.132 2.5 3.75 4 M175 Z -25.132 -26.634 3.75 5 5 M8 Z -59.621 -52.169 0 2 6 M8 Z -52.169 -48.447 2 4 7 M8 Z -48.447 -52.175 4 6 8 M8 Z -52.175 -56.037 6 8 9 M8 Z -56.037 -56.315 8 10

10 M7 Z -60 -60 5.551e-16 10 11 M3 Z -55 -55 4.441e-16 10 12 M4 Z -60 -60 5.551e-16 10 13 M6 Z -60 -60 5.551e-16 10 14 M5 Z -60 -60 5.551e-16 10 15 M170 Z -17.867 -17.744 0 1.333 16 M170 Z -17.744 -20.204 1.333 2.667 17 M170 Z -20.204 -25.248 2.667 4 18 M173 Z -18.277 -29.473 0 2.5 19 M173 Z -29.473 -40.67 2.5 5 20 M196 Z -25.313 -25.313 4.885e-15 4 21 M169 Z -25.726 -21.77 0 0.5 22 M169 Z -21.77 -17.814 0.5 1 23 M168 Z -11.199 -30.133 0 1.375 24 M168 Z -30.133 -29.499 1.375 2.75 25 M168 Z -29.499 -24.313 2.75 4.125 26 M168 Z -24.313 -34.145 4.125 5.5 27 M146 Z -25 -25 0.002 2.389 28 M176 Z -25.169 -25.169 0.068 4 29 M177 Z -25.292 -20.209 0 1.333 30 M177 Z -20.209 -17.716 1.333 2.667 31 M177 Z -17.716 -17.813 2.667 4 32 M178 Z -17.902 -21.831 0 0.5 33 M178 Z -21.831 -25.761 0.5 1 34 M179 Z -34.193 -24.338 0 1.375

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 17

Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

35 M179 Z -24.338 -29.501 1.375 2.75 36 M179 Z -29.501 -30.128 2.75 4.125 37 M179 Z -30.128 -11.2 4.125 5.5 38 M172 Z -25.313 -25.313 0 4 39 M171 Z -25.169 -25.169 0 3.932 40 M175 Z -25.126 -25.126 0.259 4.997 41 M181 Z -25 -25 0.111 2.498 42 M107 Z -60 -60 2.109e-15 21 43 M105 Z -60 -60 1.998e-15 21 44 M103 Z -60 -60 1.454e-14 21 45 M101 Z -55 -55 9.77e-15 21 46 M99 Z -25 -25 9.659e-15 21 47 M29 Z -60 -60 3.664e-15 21 48 M27 Z -60 -60 3.664e-15 21 49 M25 Z -60 -60 3.664e-15 21 50 M23 Z -55 -55 5.44e-15 21 51 M21 Z -25 -25 3.886e-15 21 52 M19 Z -25 -25 4.441e-16 10 53 M109 Z -60 -60 1.499e-14 21 54 M111 Z -56.315 -55.723 0 2.1 55 M111 Z -55.723 -55.703 2.1 4.2 56 M111 Z -55.703 -52.7 4.2 6.3 57 M111 Z -52.7 -53.546 6.3 8.4 58 M111 Z -53.546 -61.518 8.4 10.5 59 M111 Z -61.518 -59.759 10.5 12.6 60 M111 Z -59.759 -54.419 12.6 14.7 61 M111 Z -54.419 -54.688 14.7 16.8 62 M111 Z -54.688 -54.688 16.8 18.9 63 M111 Z -54.688 -54.688 18.9 21 64 M247 Z -56.298 -55.743 0 2.1 65 M247 Z -55.743 -56.91 2.1 4.2 66 M247 Z -56.91 -55.319 4.2 6.3 67 M247 Z -55.319 -53.567 6.3 8.4 68 M247 Z -53.567 -58.21 8.4 10.5 69 M247 Z -58.21 -58.084 10.5 12.6 70 M247 Z -58.084 -54.66 12.6 14.7 71 M247 Z -54.66 -54.705 14.7 16.8 72 M247 Z -54.705 -54.689 16.8 18.9 73 M247 Z -54.689 -54.689 18.9 21 74 M244 Z -59.982 -60.02 0 2.1 75 M244 Z -60.02 -61.215 2.1 4.2 76 M244 Z -61.215 -59.029 4.2 6.3 77 M244 Z -59.029 -56.272 6.3 8.4 78 M244 Z -56.272 -61.207 8.4 10.5 79 M244 Z -61.207 -62.954 10.5 12.6 80 M244 Z -62.954 -60.202 12.6 14.7 81 M244 Z -60.202 -60.017 14.7 16.8 82 M244 Z -60.017 -60.001 16.8 18.9 83 M244 Z -60.001 -60.001 18.9 21 84 M168 Z -25.393 -39.464 0 1.1 85 M168 Z -39.464 -46.008 1.1 2.2 86 M168 Z -46.008 -38.052 2.2 3.3 87 M168 Z -38.052 -30.565 3.3 4.4 88 M168 Z -30.565 -30.521 4.4 5.5 89 M146 Z -32.843 -31.9 0 1.25

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 18

Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

90 M146 Z -31.9 -30.956 1.25 2.5 91 M48 Z -37.667 -39.665 0 1.6 92 M48 Z -39.665 -39.486 1.6 3.2 93 M48 Z -39.486 -39.499 3.2 4.8 94 M48 Z -39.499 -39.697 4.8 6.4 95 M48 Z -39.697 -37.712 6.4 8 96 M46 Z -67.617 -58.386 0 1.6 97 M46 Z -58.386 -63.754 1.6 3.2 98 M46 Z -63.754 -63.713 3.2 4.8 99 M46 Z -63.713 -58.331 4.8 6.4

100 M46 Z -58.331 -67.619 6.4 8 101 M44 Z -89.577 -50.961 0 1.6 102 M44 Z -50.961 -50.34 1.6 3.2 103 M44 Z -50.34 -50.339 3.2 4.8 104 M44 Z -50.339 -50.954 4.8 6.4 105 M44 Z -50.954 -89.559 6.4 8 106 M42 Z -60 -60 5.551e-16 8 107 M40 Z -60 -60 5.551e-16 8 108 M38 Z -60 -60 5.551e-16 8 109 M36 Z -99.351 -57.625 0 1.6 110 M36 Z -57.625 -56.794 1.6 3.2 111 M36 Z -56.794 -56.501 3.2 4.8 112 M36 Z -56.501 -56.233 4.8 6.4 113 M36 Z -56.233 -96.343 6.4 8 114 M179 Z -30.521 -30.565 0 1.1 115 M179 Z -30.565 -38.049 1.1 2.2 116 M179 Z -38.049 -46.008 2.2 3.3 117 M179 Z -46.008 -39.467 3.3 4.4 118 M179 Z -39.467 -25.392 4.4 5.5 119 M181 Z -30.962 -31.901 0 1.25 120 M181 Z -31.901 -32.84 1.25 2.5 121 M116 Z -60 -60 5.551e-16 8 122 M126 Z -37.712 -39.697 0 1.6 123 M126 Z -39.697 -39.499 1.6 3.2 124 M126 Z -39.499 -39.486 3.2 4.8 125 M126 Z -39.486 -39.665 4.8 6.4 126 M126 Z -39.665 -37.667 6.4 8 127 M124 Z -67.619 -58.331 0 1.6 128 M124 Z -58.331 -63.713 1.6 3.2 129 M124 Z -63.713 -63.754 3.2 4.8 130 M124 Z -63.754 -58.386 4.8 6.4 131 M124 Z -58.386 -67.617 6.4 8 132 M122 Z -89.559 -50.954 0 1.6 133 M122 Z -50.954 -50.339 1.6 3.2 134 M122 Z -50.339 -50.34 3.2 4.8 135 M122 Z -50.34 -50.961 4.8 6.4 136 M122 Z -50.961 -89.577 6.4 8 137 M120 Z -60 -60 5.551e-16 8 138 M118 Z -60 -60 5.551e-16 8 139 M114 Z -99.351 -57.628 0 1.6 140 M114 Z -57.628 -56.798 1.6 3.2 141 M114 Z -56.798 -56.499 3.2 4.8 142 M114 Z -56.499 -56.228 4.8 6.4 143 M114 Z -56.228 -96.344 6.4 8 144 M254 Z -67.807 -64.221 0 1.067

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 19

Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

145 M254 Z -64.221 -81.017 1.067 2.133 146 M254 Z -81.017 -81.021 2.133 3.2 147 M254 Z -81.021 -64.24 3.2 4.266 148 M254 Z -64.24 -67.851 4.266 5.333 149 M95 Z -46.048 -69.147 0 1 150 M95 Z -69.147 -86.999 1 2 151 M95 Z -86.999 -86.996 2 3 152 M95 Z -86.996 -69.143 3 4 153 M95 Z -69.143 -46.049 4 5 154 M50 Z -51.56 -40.066 0 1 155 M50 Z -40.066 -51.297 1 2 156 M50 Z -51.297 -55.049 2 3 157 M50 Z -55.049 -42.182 3 4 158 M50 Z -42.182 -42.902 4 5 159 M48 Z -13.629 -23.047 0 2 160 M48 Z -23.047 -27.216 2 4 161 M48 Z -27.216 -26.205 4 6 162 M48 Z -26.205 -25.265 6 8 163 M17 Z -46.046 -69.141 0 1 164 M17 Z -69.141 -86.992 1 2 165 M17 Z -86.992 -86.996 2 3 166 M17 Z -86.996 -69.145 3 4 167 M17 Z -69.145 -46.045 4 5 168 M256 Z -74.707 -66.241 0 1.067 169 M256 Z -66.241 -62.923 1.067 2.133 170 M256 Z -62.923 -48.843 2.133 3.2 171 M256 Z -48.843 -43.224 3.2 4.266 172 M256 Z -43.224 -61.976 4.266 5.333 173 M255 Z -67.806 -64.222 0 1.067 174 M255 Z -64.222 -81.02 1.067 2.134 175 M255 Z -81.02 -81.025 2.134 3.2 176 M255 Z -81.025 -64.243 3.2 4.267 177 M255 Z -64.243 -67.853 4.267 5.334 178 M253 Z -67.837 -64.233 0 1.067 179 M253 Z -64.233 -81.018 1.067 2.133 180 M253 Z -81.018 -81.021 2.133 3.2 181 M253 Z -81.021 -64.236 3.2 4.266 182 M253 Z -64.236 -67.837 4.266 5.333 183 M252A Z -67.804 -64.218 0 1.067 184 M252A Z -64.218 -81.01 1.067 2.134 185 M252A Z -81.01 -81.017 2.134 3.2 186 M252A Z -81.017 -64.245 3.2 4.267 187 M252A Z -64.245 -67.857 4.267 5.334 188 M251A Z -73.854 -44.835 0 1.067 189 M251A Z -44.835 -46.639 1.067 2.133 190 M251A Z -46.639 -62.178 2.133 3.2 191 M251A Z -62.178 -65.666 3.2 4.266 192 M251A Z -65.666 -74.189 4.266 5.333 193 M128 Z -52.18 -39.347 0 1 194 M128 Z -39.347 -60.013 1 2 195 M128 Z -60.013 -73.351 2 3 196 M128 Z -73.351 -55.238 3 4 197 M128 Z -55.238 -46.502 4 5 198 M126 Z -20.014 -15.941 0 2 199 M126 Z -15.941 -14.961 2 4

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 20

Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

200 M126 Z -14.961 -20.923 4 6 201 M126 Z -20.923 -30.734 6 8 202 M257 Z -75.75 -63.425 0 2 203 M257 Z -63.425 -54.65 2 4 204 M257 Z -54.65 -50.763 4 6 205 M257 Z -50.763 -60.903 6 8 206 M257 Z -60.903 -66.002 8 10 207 M257 Z -66.002 -62.337 10 12 208 M257 Z -62.337 -53.508 12 14 209 M257 Z -53.508 -55.492 14 16 210 M257 Z -55.492 -71.777 16 18 211 M257 Z -71.777 -55.847 18 20 212 M257 Z -55.847 -50.43 20 22 213 M257 Z -50.43 -58.345 22 24 214 M257 Z -58.345 -66.26 24 26 215 M257 Z -66.26 -66.265 26 28 216 M257 Z -66.265 -52.937 28 30 217 M257 Z -52.937 -52.937 30 32 218 M257 Z -52.937 -61.274 32 34 219 M257 Z -61.274 -77.947 34 36 220 M200 Z -26.202 -27.457 0 2.167 221 M200 Z -27.457 -28.498 2.167 4.333 222 M200 Z -28.498 -31.958 4.333 6.5 223 M200 Z -31.958 -34.549 6.5 8.667 224 M200 Z -34.549 -34.16 8.667 10.833 225 M200 Z -34.16 -34.295 10.833 13 226 M170 Z -48.882 -21.946 0 0.8 227 M170 Z -21.946 -21.463 0.8 1.6 228 M170 Z -21.463 -30.71 1.6 2.4 229 M170 Z -30.71 -19.684 2.4 3.2 230 M170 Z -19.684 -5.107 3.2 4 231 M199 Z -41.199 -29.707 0 2 232 M199 Z -29.707 -24.417 2 4 233 M199 Z -24.417 -26.252 4 6 234 M199 Z -26.252 -32.389 6 8 235 M199 Z -32.389 -41.905 8 10 236 M173 Z -27.057 -25.4 0 1.25 237 M173 Z -25.4 -28.236 1.25 2.5 238 M173 Z -28.236 -32.563 2.5 3.75 239 M173 Z -32.563 -33.888 3.75 5 240 M196 Z -21.232 -37.758 0 1 241 M196 Z -37.758 -37.763 1 2 242 M196 Z -37.763 -29.938 2 3 243 M196 Z -29.938 -30.803 3 4 244 M169 Z -4.885 -37.758 0 1 245 M176 Z -29.947 -28.865 0 1 246 M176 Z -28.865 -27.24 1 2 247 M176 Z -27.24 -25.027 2 3 248 M176 Z -25.027 -22.767 3 4 249 M177 Z -27.01 -27.167 0 0.8 250 M177 Z -27.167 -27.045 0.8 1.6 251 M177 Z -27.045 -26.086 1.6 2.4 252 M177 Z -26.086 -30.207 2.4 3.2 253 M177 Z -30.207 -39.967 3.2 4 254 M178 Z -14.745 -27.167 0 1

Job Number Model Name

VALHALLA ENGINEERING GR…

SAMIRA SULTANA

19.25 WILKES-BARRE

VAMC MENTAL HEALTH 9TH FL…

Checked By : HOG

4/20/2023

9:50:13 AM

RISA-3D Version 20 [ 01-23-23 revision 19.25 WILKES-BARR… Page 21

Member Distributed Loads (BLC 11 : BLC 2 Transient Area Loads) (Continued)

Member LabelDirection Start Magnitude [lb/ft, F, psf, k-ft/ft] End Magnitude [lb/ft, F, psf, k-ft/ft] Start Location [(ft, %)] End Location [(ft, %)]

255 M198 Z -36.362 -36.901 0 2.167 256 M198 Z -36.901 -34.22 2.167 4.333 257 M198 Z -34.22 -30.383 4.333 6.5 258 M198 Z -30.383 -28.861 6.5 8.667 259 M198 Z -28.861 -27.564 8.667 10.833 260 M198 Z -27.564 -26.243 10.833 13 261 M172…