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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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 )

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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