integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. use virtual work equation and 8k 3 k/ft I puttry —4 ft- 4 ft- B -4 ft- 4 ft

integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000 ksi; / = 500 in* from A to C. use virtual work equation and 8k 3 k/ft I puttry —4 ft- 4 ft- B -4 ft- 4 ft

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

integration table to determine and compare the deflection at B and D.
Note: Beams AB and BC are made of steel and have the same cross section, i.e., E = 29,000
ksi; / = 500 in* from A to C.
-4 ft-
use virtual work equation and
8 k
3 k/ft
I pottery
-4 ft-
B
-4 ft-
4 ft

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Step 1: State the given data

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Step 2: Support reaction for the given loading

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Step 3: Support reaction for virtual load at B and D

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Step 4: Table for integration of moment expressions

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Step 5: Deflection at B and D

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