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Structure Analysis I Eng. Tamer Eshtawi
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Deflection Conjugate-Beam Method
Lecture 16 Deflection Conjugate-Beam Method
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Double Integral Method
Example 1
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Conjugate-Beam Method
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Example 1 Find the Max. deflection Take E=200Gpa, I=60(106)
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Conjugate-Beam Supports
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Example 2 Find the deflection at Point C C
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Example 3 Find the deflection at Point D
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Example 4 Find the Rotation at A 10 ft
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Eng. Tamer Eshtawi
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Group work 1 Find the deflection at Point B
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Moment Diagrams and Equations for Maximum Deflection
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Example 4 Find the Maximum deflection for the following structure based on The previous diagrams
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