Compute the deflection at midspan and the slope at A in the figure. El is constant. Express the slope in degrees and the deflection in inches. Assume a pin support at A and a roller at D. E=29,000 kips/in2., I = 2000 in4 A 30 kips B 30 kips to clastomeric pad 10¹ 10² 10² 10'.

Compute the deflection at midspan and the slope at A in the figure. El is constant. Express the slope in degrees and the deflection in inches. Assume a pin support at A and a roller at D. E=29,000 kips/in2., I = 2000 in4 A 30 kips B 30 kips to clastomeric pad 10¹ 10² 10² 10'.

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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Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Use area moment method

2. Compute the deflection at midspan and the slope at A in the figure.
EI is constant. Express the slope in degrees and the deflection in
inches. Assume a pin support at A and a roller at D.
E = 29,000 kips/in2., I = 2000 in4
A
30 kips
B
30 kips
clastomeric
pad
10 10
10
D

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