Table 6 Maximum ultimate loads acting on the Moslawi marble columns from the different types of loading cases
Column number | Maximum ultimate load, kN | ||
|---|---|---|---|
Vertical loads | Vertical loads and earthquake forces | Vertical and wind loads | |
MN-01 | 532.87 | 467.12 | 434.72 |
MN-02 | 547.07 | 468.09 | 431.67 |
MN-03 | 681.10 | 587.80 | 533.18 |
MN-04 | 587.15 | 498.27 | 460.65 |
MN-05 | 1827.57 | 1424.92 | 1475.03 |
MN-06 | 1095.37 | 805.14 | 906.41 |
MN-07 | 1073.75 | 762.82 | 889.01 |
MN-08 | 1773.24 | 1242.90 | 1435.29 |
MN-09 | 608.22 | 505.86 | 476.95 |
MN-10 | 682.26 | 587.52 | 533.49 |
MN-11 | 522.37 | 453.54 | 410.29 |
MN-12 | 506.97 | 466.54 | 414.02 |
MW-01 | 251.10 | 416.32 | 277.98 |
MW-02 | 588.01 | 481.62 | 473.92 |
MW-03 | 333.20 | 318.20 | 282.18 |
MW-04 | 843.97 | 703.58 | 662.50 |
ME-01 | 741.65 | 625.46 | 586.24 |
ME-02 | 147.67 | 196.38 | 191.23 |
ME-03 | 767.66 | 645.07 | 603.12 |
ME-04 | 329.42 | 228.27 | 281.58 |