3. Using the method double integration, determine the maximum deflection of the beam shown in Figure below. El is constant. 4. Determine the slope and displacement at A of the beam shown in Figure below. El is constant. Use the moment-area theorem.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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3. Using the method double integration, determine the maximum deflection of the beam
shown in Figure below. El is constant.
1
4. Determine the slope and displacement at A of the beam shown in Figure below. El is
constant. Use the moment-area theorem.
B
Transcribed Image Text:3. Using the method double integration, determine the maximum deflection of the beam shown in Figure below. El is constant. 1 4. Determine the slope and displacement at A of the beam shown in Figure below. El is constant. Use the moment-area theorem. B
1. Determine the vertical displacement of joint C of the truss. Each member has a cross-
sectional area of 400 mm2. E = 200 GPa. Use Castigliano's Theorem.
S KN
2 m
4 kN
B
1.5 m
2. Use the conjugate-beam method and determine the slope at B and the deflection at C. El
is constant. Assume A is a roller and B is a pin.
20MN
E
3m
Transcribed Image Text:1. Determine the vertical displacement of joint C of the truss. Each member has a cross- sectional area of 400 mm2. E = 200 GPa. Use Castigliano's Theorem. S KN 2 m 4 kN B 1.5 m 2. Use the conjugate-beam method and determine the slope at B and the deflection at C. El is constant. Assume A is a roller and B is a pin. 20MN E 3m
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