Problem 2 30 For The Three Span Structure Given Below Use Moment Distribution To Determine Final Member End Moments 1 (22.68 KiB) Viewed 16 times
RedID is 755
Problem 2 (30%). For the three-span structure given below, use Moment Distribution to determine final member-end-moments. The distributed load w is equal to 0.01 of the last three numbers of your RedID in kips/ft and load P is equal to the last three numbers of your RedID in kips. For example, if the last three numbers of your RedID were 127, then w=1.27 kips/ft and P-127 kips. Note the different / values. W P I 85' B 1.5P ↓ 21 100' с + I 80' D
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