A 5 kN/m 1 m с 1 m 60 KN D 1 m B A W200x100 wide flange beam is loaded as shown. (statically indeterminate). Using integration method, determine; a) The reaction force at A. b) The location and amount of the maximum deflection of beam. c) The slopes at A and B. I W200 X 100

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
Question
A
5 kN/m
1 m
с
1 m
60 KN
D
1 m
B
A W200x100 wide flange beam is loaded as shown. (statically indeterminate).
Using integration method, determine;
a) The reaction force at A.
b) The location and amount of the maximum deflection of beam.
c) The slopes at A and B.
I
W200 X 100
Transcribed Image Text:A 5 kN/m 1 m с 1 m 60 KN D 1 m B A W200x100 wide flange beam is loaded as shown. (statically indeterminate). Using integration method, determine; a) The reaction force at A. b) The location and amount of the maximum deflection of beam. c) The slopes at A and B. I W200 X 100
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