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
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
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 )
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Transcribed Image Text: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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