3. The beam ABCD is fixed with simple support of B and C as shown in the figure below. When point A is 15 mm and point D is bent upward by 10 mm, find the loads P, Q to make point A and D equal to point B and C support points. P is acting on point A, and Q is acting on point D. The Flexible Rigidity tee is 2.5 X 106 Nm (Use Maucalay's method) TK 15 mm 2.5 m B ---2.5m- m2.5m- 10 mm

3. The beam ABCD is fixed with simple support of B and C as shown in the figure below. When point A is 15 mm and point D is bent upward by 10 mm, find the loads P, Q to make point A and D equal to point B and C support points. P is acting on point A, and Q is acting on point D. The Flexible Rigidity tee is 2.5 X 106 Nm (Use Maucalay's method) TK 15 mm 2.5 m B ---2.5m- m2.5m- 10 mm

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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