Actions:

In keeping with Section 3.5 use coefficients to determine loads in take down.

Consider spans adjacent to column C2:

Along grid C to be 9.6 m and 8.6 m and internal of 2-span elastic reaction factor = 0.63 + 0.63 = 1.26 Along grid 2 to be 6.0 m and 6.2 m and internal elastic reaction factor = 0.5 + 0.5 = 1.00

I oad take-down for column C2.

 @ level Z @ level Z Roof [10 x (60+62) /2] x [126 x (9.6+86) / 2 ] x (85+0.6) = = 69.9 x (8.5 + 0.6) = 594.5 42.0 Col 8 - R n( 0.465 / 2) 2 x (4.5 - 0.3) x 25 17.9 612.4 42.0 8th 10x (60+62) /2x126x (96+86) /2x (85+40) = 594.5 279.7 Col 7 - 8 As before 17.9 1224.8 321.7 7th a.b. 594.5 279.7 Col 6 - 7 a.b. 17.9 1837.2 601.4 6th a.b. 594.5 279.7 Col 5 - 6 a.b. 17.9 2449.6 881.1 5th a.b. 594.5 279.7 Col 4 - 5 0.5 x 0.5 x (4.5 - 0.3) x 25 26.3 3070.4 1160.8 4th a.b. 594.5 279.7 Col 3 - 4 a.b. 26.3 3691.2 1440.5 3rd a.b. 594.5 279.7 Col 2 - 3 a.b. 26.3 4312.0 1720.2 2nd a.b. 594.5 279.7 Col 1 - 2 a.b. 26.3 4932.8 1999.7 1st a.b. 594.5 279.8 Col G - 1 a.b. 26.3 5553.6 2279.5 At above ground floor - 5553.6 - 2279.5

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