or the frame shown, the Moment Distribut )to draw the shear and bending moment ettlement of 0.25 inches. El = 4.64 x106 k

Structural Analysis
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Chapter2: Loads On Structures
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force@ D=40kips. I have provided the reactions. Pls continue Asap. Thanks. Use moment distribustion method
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
• 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 )
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