I I 21 3m 5m 3.6m Use E = 200 GPa actor of joint A on member AB, DFAB [ Select ] Factor of joint B on member BC, DFRC (Select] oment (FEM) on joint C of member CB in kN-m, FEMCR [ Select) oment (FEM) on joint C of member CD in kN-m, FEMCD [ Select) [ Select ) t most nearly gives the absolute value of the moment at B after 3 iterations (up to Bal3) in kN-m, ( Select ] "must be the same with no,5 at most nearly gives the absolute value of the moment at B after 3 iterations (up to Bal3) in kN-m, at most nearly gives the absolute value of the moment at A after 3 iterations (up to Bal3) in kN-m, [ Select ) at most nearly gives the absolute value of the moment at A after 3 iterations (up to Bal3) in kN-m. [ Select ) 'must be the same with no. 6
I I 21 3m 5m 3.6m Use E = 200 GPa actor of joint A on member AB, DFAB [ Select ] Factor of joint B on member BC, DFRC (Select] oment (FEM) on joint C of member CB in kN-m, FEMCR [ Select) oment (FEM) on joint C of member CD in kN-m, FEMCD [ Select) [ Select ) t most nearly gives the absolute value of the moment at B after 3 iterations (up to Bal3) in kN-m, ( Select ] "must be the same with no,5 at most nearly gives the absolute value of the moment at B after 3 iterations (up to Bal3) in kN-m, at most nearly gives the absolute value of the moment at A after 3 iterations (up to Bal3) in kN-m, [ Select ) at most nearly gives the absolute value of the moment at A after 3 iterations (up to Bal3) in kN-m. [ Select ) 'must be the same with no. 6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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