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For the frame shown, the Moment Distribution Method (a) to determine the reactions a b)to draw the shear and bending moment diagrams. Support B has an initial vertical settlement of 0.25 inches. EI = 4.64 x106 k – in². %3D

For the frame shown, the Moment Distribution Method (a) to determine the reactions a b)to draw the shear and bending moment diagrams. Support B has an initial vertical settlement of 0.25 inches. EI = 4.64 x106 k – in². %3D

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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force@ D=40kips. I have provided the reactions. Pls continue Asap. Thanks
• USING MOMENT DISTRIBUTION By : 4.737 k t %3D Ay : 44.737 k ↑ %3D Ay = 3.514 k → MA : 36. J69 k. ft )
Transcribed Image Text:• USING MOMENT DISTRIBUTION By : 4.737 k t %3D Ay : 44.737 k ↑ %3D Ay = 3.514 k → MA : 36. J69 k. ft )
For the frame shown, the Moment Distribution Method (a) to determine the reactions and (b)to draw the shear and bending moment diagrams. Support B has an initial vertical settlement of 0.25 inches. El = 4.64 x106 k – in². 15 ft 5 ft B D El is constant 1 k/ft 15 ft
Transcribed Image Text:For the frame shown, the Moment Distribution Method (a) to determine the reactions and (b)to draw the shear and bending moment diagrams. Support B has an initial vertical settlement of 0.25 inches. El = 4.64 x106 k – in². 15 ft 5 ft B D El is constant 1 k/ft 15 ft
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