Solve Problems P7.7 to P7.12 by the moment-area method. Unless noted otherwise, EI is a constant for all members. Answers may be expressed in terms of El un- less otherwise noted. P7.7. Compute the slope and deflection at points B and C in Figure P7.7. A 8 m 120 kN.m B + 4 m C

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Solve Problems P7.7 to P7.12 by the moment-area
method. Unless noted otherwise, EI is a constant for all
members. Answers may be expressed in terms of EI un-
less otherwise noted.
P7.7. Compute the slope and deflection at points B
and C in Figure P7.7.
A
8 m
P7.7
120 kN.m
B
+
4 m
C
Transcribed Image Text:Solve Problems P7.7 to P7.12 by the moment-area method. Unless noted otherwise, EI is a constant for all members. Answers may be expressed in terms of EI un- less otherwise noted. P7.7. Compute the slope and deflection at points B and C in Figure P7.7. A 8 m P7.7 120 kN.m B + 4 m C
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