5. Draw the shear and moment diagrams for each member of the frame 6 kN/m B...

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5. Draw the shear and moment diagrams for each member of the frame 6 kN/m B 1.5 m 12 KN 1.5 m

engineering Civil-Engineering

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Answer 1

Answer #1

The solution of the given problem is given below

Solution - Given data; kalm 6 B A 4 m 1.5 in 12 kal 1.sm с Step ①:- calculation of tined end moments: - 6 x 4² -WL? 8 kalom m Member CB membre E M [only .ch & B B HC 12 * 1.5 t. 7375 0 tc 23.542 ke (-) Sum of Vestical tocles - VA Vc 12.93 X Yc 24 Vc 1

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Answer 2

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5. Draw the shear and moment diagrams for each member of the frame 6 kN/m B...

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