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Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected...

Analyze the Frames shown below. Draw the shear and moment diagrams and sketch the approximate deflected shape

Settlement at A = 1” and at C = .5” E = 30000 kis, I = 240 in4

2k/ft 8 k B EI EI 36 k-ft С 121 EI A 12 8

2k/ft 8 k B EI EI 36 k-ft С 12'1 EI A 12' 8'
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