if (El/l )beam = 109x10° K-in for both left and right beams, (El/le)col = 122x10'k-in for the atrium column to be design
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if (El/l )beam = 109x10° K-in for both left and right beams, (El/le)col = 122x10'k-in for the atrium column to be design
if (El/l )beam = 109x10° K-in for both left and right beams, (El/le)col = 122x10'k-in for the atrium column to be designed and (El/le)col = 244x10 k-in for columns above and below. The stiffness ratios at the ends is equal to اختر احد الخيارات a. 3.36 b. 0.30 C 1.68 d. 0.60
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