Appendix I - Governing Foundation Loads - Amendment 7.pdf

Thule FY12 Dormitory:

Worst Case Foundation Loads kg or kg-m kN or kN-m kg or kg-m kN or kN-m kg or kg-m kN or kN-m kg or kg-m kN or kN-m

DL DL DL DL

axial 58043 569.40183 axial 58145 570.40245 axial 58043 569.40183 axial 58043 569.40183 Mx -31 -0.30411 Mx -24 -0.23544 Mx -31 -0.30411 Mx -31 -0.30411 My -86 -0.84366 My -63 -0.61803 My -86 -0.84366 My -86 -0.84366 Vx -43 -0.42183 Vx -26 -0.25506 Vx -43 -0.42183 Vx -43 -0.42183 Vy 23 0.22563 Vy 16 0.15696 Vy 23 0.22563 Vy 23 0.22563

LL LL LL LL

axial 29086 285.33366 axial 29193 286.38333 axial 29086 285.33366 axial 29086 285.33366 Mx -26 -0.25506 Mx -20 -0.1962 Mx -26 -0.25506 Mx -26 -0.25506 My -63 -0.61803 My -44 -0.43164 My -63 -0.61803 My -63 -0.61803 Vx -31 -0.30411 Vx -17 -0.16677 Vx -31 -0.30411 Vx -31 -0.30411 Vy 22 0.21582 Vy 17 0.16677 Vy 22 0.21582 Vy 22 0.21582

EQ EQ EQ EQ

axial 2784 27.31104 axial 2572 25.23132 axial 2784 27.31104 axial 2784 27.31104 Mx 647 6.34707 Mx 600 5.886 Mx 647 6.34707 Mx 647 6.34707 My 2626 25.76106 My -6 -0.05886 My 2626 25.76106 My 2626 25.76106 Vx -634 -6.21954 Vx -10 -0.0981 Vx -634 -6.21954 Vx -634 -6.21954 Vy -634 -6.21954 Vy -586 -5.74866 Vy -634 -6.21954 Vy -634 -6.21954 W W W W axial 25262 247.82022 axial 22930 224.9433 axial 25262 247.82022 axial 25262 247.82022 Mx 7807 76.58667 Mx 7242 71.04402 Mx 7807 76.58667 Mx 7807 76.58667 My -124 -1.21644 My -246 -2.41326 My -124 -1.21644 My -124 -1.21644 Vx -156 -1.53036 Vx -244 -2.39364 Vx -156 -1.53036 Vx -156 -1.53036 Vy -7828 -76.79268 Vy -7182 -70.45542 Vy -7828 -76.79268 Vy -7828 -76.79268 kN or kN-m

DL

axial 257 DL - Dead Load Mx 0.1 LL - Live Load My 1.3 EQ - Earthquake Load Vx 1.8 W - Winld Load Vy 0.2

LL

axial 159 Mx 0.03 My 1.06 Vx 1.4 Vy 0.07

EQ

axial 34 Mx 13 My 0.04 Vx 0.06 Vy -11 W axial 325 Mx 169 My 1.25 Vx 1.07 Vy -153

Option 3 Option 4 Option 3 & 4 Combined

Col 8D - Node 184 Col 8D - Node 184 Col 8D - Node 184 Col 8D - Node 184

Base Project

Col 2D