Structure Analysis I Eng. Tamer Eshtawi.

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Structure Analysis I Eng. Tamer Eshtawi

Deflection Conjugate-Beam Method Lecture 16 Deflection Conjugate-Beam Method

Double Integral Method Example 1

Conjugate-Beam Method

Example 1 Find the Max. deflection Take E=200Gpa, I=60(106)

Conjugate-Beam Supports

Example 2 Find the deflection at Point C C

Example 3 Find the deflection at Point D

Example 4 Find the Rotation at A 10 ft

Eng. Tamer Eshtawi

Group work 1 Find the deflection at Point B

Moment Diagrams and Equations for Maximum Deflection

Example 4 Find the Maximum deflection for the following structure based on The previous diagrams

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