Determine the reactions and draw the bending moment and shear force diagrams for the frames shown below. Use direct stiffness method and the structural nodes defined in the figures (represented by squares). 0.5k/ft 2k B -10 ft- E = 29,000 ksi 3k IBC=400 in -10 ft- C Fixed

Structural Analysis
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Chapter2: Loads On Structures
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Determine the reactions and draw the bending moment and shear force diagrams for the frames
shown below. Use direct stiffness method and the structural nodes defined in the figures
(represented by squares).
E = 29,000 ksi
3k
2k
-10 ft
-10 ft
0.5 k/ft
B
IBC = 400 in*
Fixed
15 ft
LAB = 900 in
Fixed
no need for cross-sectional area. please use direct
stiffness method.
Transcribed Image Text:Determine the reactions and draw the bending moment and shear force diagrams for the frames shown below. Use direct stiffness method and the structural nodes defined in the figures (represented by squares). E = 29,000 ksi 3k 2k -10 ft -10 ft 0.5 k/ft B IBC = 400 in* Fixed 15 ft LAB = 900 in Fixed no need for cross-sectional area. please use direct stiffness method.
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