Find reactions, max absolute shear force, max absolute bending moment, draw shear force and bending moment diagrams by Moment Distribution Method. (Given uniform loadings w1 = 1 k/ft between A and B, w2 = 2 k/ft between B and C, w3 = 3 k/ft between C and D, and E= 29,000 ksi and I = 1170 in4 )Please read the question carefully and answer exactly what is asked Question 4 (25 points)Find reactions, max absolute shear force, max absolute bendingmoment, draw shear force and bending moment diagrams byMoment Distribution Method. (Given uniform loadings w1 = 1k/ft between A and B, w2 = 2 k/ft between B and C, w3 = 3 k/ftbetween C and D, and E= 29,000 ksi and I = 1170 in4)ADC=-25 ft30 ft-25 ftEl = constant%3D

Answered: Question 4 (25 points) Find reactions,…

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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Find reactions, max absolute shear force, max absolute bending moment, draw shear force and bending moment diagrams by Moment Distribution Method. (Given uniform loadings w1 = 1 k/ft between A and B, w2 = 2 k/ft between B and C, w3 = 3 k/ft between C and D, and E= 29,000 ksi and I = 1170 in4 )

Please read the question carefully and answer exactly what is asked

Question 4 (25 points)
Find reactions, max absolute shear force, max absolute bending
moment, draw shear force and bending moment diagrams by
Moment Distribution Method. (Given uniform loadings w1 = 1
k/ft between A and B, w2 = 2 k/ft between B and C, w3 = 3 k/ft
between C and D, and E= 29,000 ksi and I = 1170 in4)
A
D
C=
-25 ft
30 ft
-25 ft
El = constant
%3D

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