Subject: structural theoryTopic: Deflection Calculation for Statically Indeterminate Members using Double Integration Method and Area Moment Method (Propped and Restrained Beams) Determine completely the reactions, at point A and point B, of the given beam as shown below given that E =210 GPa, Ix = 1650 x 10° using either Double Integration Method or Area Moment Method.40 kN|A2 m2 m

Determine completely the reactions, at point A and point B, of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 106 using either Double Integration Method or Area Moment Method. 40 kN |A В. 2 m 2 m

Determine completely the reactions, at point A and point B, of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 106 using either Double Integration Method or Area Moment Method. 40 kN |A В. 2 m 2 m

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

Subject: structural theory Topic: Deflection Calculation for Statically Indeterminate Members using Double Integration Method and Area Moment Method (Propped and Restrained Beams)

Determine completely the reactions, at point A and point B, of the given beam as shown below given that E =
210 GPa, Ix = 1650 x 10° using either Double Integration Method or Area Moment Method.
40 kN
|A
2 m
2 m

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