Appendix_S_-_Foundations_Governing_Forces.pdf
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Appendix S
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Axial, Rz Shear, Rx Shear Ry
(kN) (kN) (kN)
4‐C W310x179 1815 57 98
7‐A W310x143 1942 0.1 235
7‐B W310x179 2277 63.5 112
7‐C W310x179 2192 62 122.6
7‐D W310x143 1857 236 0
9‐A W310x143 1776 50 244
9‐D W310x143 1792 246 50
Thule AFB ‐ FY 13 Dormitory: Worst Case Foundation Loads
Column Line Column Size
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