Q 2 Determine The Member End Moments For The Following Structure With Loading And A Settlement Of 0 5 Inch At Node 2 Usi 1 (29.98 KiB) Viewed 37 times
Q 2 Determine The Member End Moments For The Following Structure With Loading And A Settlement Of 0 5 Inch At Node 2 Usi 2 (10.85 KiB) Viewed 37 times
Q.2 Determine the member end moments for the following structure with loading and a settlement of 0.5 inch at node 2 using slope deflection method. Members 1 and 2 are 30 and 60 ft long. E = 29000 ksi and I=3500 in4. Members 1 and 2 are 30ft and 60 ft long, respectively and the point load of 5 kip is applied at the mid-span of member 2. Also, note that 1 kip / ft UDL is applied on the entire structure.
skip 1 lip 1 kip/n 1 kip/ 1 TTT 777
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