The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is applied 0.75m from A. a) Draw the V and Diagram and then calculate: b) the slope at point A, c) the deflection at point B. Use E-200 GPa. d) Maximum deflection and show its location.

The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is applied 0.75m from A. a) Draw the V and Diagram and then calculate: b) the slope at point A, c) the deflection at point B. Use E-200 GPa. d) Maximum deflection and show its location.

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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Concept explainers

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

The rigid bar BDE is welded at point B to the rolled-steel beam AC. 12kN load is
applied 0.75m from A.
a) Draw the V and Diagram and then calculate:
b) the slope at point A,
c) the deflection at point B. Use E-200 GPa.
d) Maximum deflection and show its location.
12kN
A
BY
D
20 kN/m
E
60 KN
-1.5 m 1.5 m-1.5 m
C
W410 X 85

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Step 1: Given data:

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Step 2: 1. Draw the Shear force diagram

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Step 3: 2. Slope at point A

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Step 4: 3. Deflection at point B:

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Step 5: 4. Maximum deflection and location

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