w= 3 kips/ft A D -lo - – 30. P13.7

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

The beam in Figure P13.7 is indeterminate to the

second degree. Assume the location of the minimum num-
ber of points of inflection required to analyze the beam.

Compute all reactions and draw the shear and moment dia-
grams. Check the results using moment distribution.

w= 3 kips/ft
A
D
-lo -
– 30.
P13.7
Transcribed Image Text:w= 3 kips/ft A D -lo - – 30. P13.7
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