The propped cantilever beam shown below has a length of 12 meters and is supported by a roller at A and a fixed support at B. The beam has a modulus of elasticity of E = 200 GPa and a constant moment of inertia I = 255(106) mm4. If the beam is subjected to a uniform distributed load of w = 15 kN/m, determine the following using the CONJUGATE BEAM METHOD: 1. Reactions at the supports A and B. 2. Slope at the free end. 3. Maximum deflection. В 2L 3 NIM

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The propped cantilever beam shown below has a length of 12 meters and is supported by a roller at A
and a fixed support at B. The beam has a modulus of elasticity of E = 200 GPa and a constant moment of
inertia I = 255(106) mm4. If the beam is subjected to a uniform distributed load of w = 15 kN/m,
determine the following using the CONJUGATE BEAM METHOD:
1. Reactions at the supports A and B.
2. Slope at the free end.
3. Maximum deflection.
В
2L
3
NIM
Transcribed Image Text:The propped cantilever beam shown below has a length of 12 meters and is supported by a roller at A and a fixed support at B. The beam has a modulus of elasticity of E = 200 GPa and a constant moment of inertia I = 255(106) mm4. If the beam is subjected to a uniform distributed load of w = 15 kN/m, determine the following using the CONJUGATE BEAM METHOD: 1. Reactions at the supports A and B. 2. Slope at the free end. 3. Maximum deflection. В 2L 3 NIM
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