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◆ Determine the reactions and the member end forces for the beam shown below using the matrix stiffness method. Draw shear force, bending moment and qualitative deflected shape diagrams. (1) 3 k/ft mimme 1 -18 ft- EI= 2 18 ft 3 # = constant 1.5 k/ft 3 18 ft NINA 4)

◆ Determine the reactions and the member end forces for the beam shown below using the matrix stiffness method. Draw shear force, bending moment and qualitative deflected shape diagrams. (1) 3 k/ft mimme 1 -18 ft- EI= 2 18 ft 3 # = constant 1.5 k/ft 3 18 ft NINA 4)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the reactions and the member end forces for the beam shown below using the matrix stiffness method. Draw shear force, bending moment and qualitative deflected shape diagrams. 1 3 k/ft 1 18 ft 2 EI = 2 18 ft 3 = constant 1.5 k/ft 3 18 ft A 4
Transcribed Image Text:Determine the reactions and the member end forces for the beam shown below using the matrix stiffness method. Draw shear force, bending moment and qualitative deflected shape diagrams. 1 3 k/ft 1 18 ft 2 EI = 2 18 ft 3 = constant 1.5 k/ft 3 18 ft A 4
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