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lok X2m 25kN 10 kulm C ह 1m * 1.5m * 1.5m- * E = 200 6 Pa I = 250x106 2m 115 kN/m

lok X2m 25kN 10 kulm C ह 1m * 1.5m * 1.5m- * E = 200 6 Pa I = 250x106 2m 115 kN/m

Structural Analysis
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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Use double integration method
Toky x2m 25kN 10 kulm Im * 1.5m x 1.5m-* E = 2006 Pa I = 250x106 2m 115 kN/m *
Transcribed Image Text:Toky x2m 25kN 10 kulm Im * 1.5m x 1.5m-* E = 2006 Pa I = 250x106 2m 115 kN/m *
Determine cleflection at a=2.5 Determine cleflection at b=0.4 a distance from the left end b distance from the right end C) Determine the rotation at C distance from the hinge to the right с c=0.5 d.) Determine the rotation at d distance from the roller to the right d=0.125 I
Transcribed Image Text:Determine cleflection at a=2.5 Determine cleflection at b=0.4 a distance from the left end b distance from the right end C) Determine the rotation at C distance from the hinge to the right с c=0.5 d.) Determine the rotation at d distance from the roller to the right d=0.125 I
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