Hand written and clean writing please Required informationConsider the beam and loading shown. Take d= 1.34 in. Use E= 29 × 106 psi.24 in.B10 lb/in.16 in.48 in.200 lbD8 in.dDetermine the deflection at point B. (Round the final answer to four decimal places.)The deflection at point B is 1503 in. L.

E = 29 × 106 psi Determine the deflection at point B. Let's solve using macaulay method.

! Required information Consider the beam and loading shown. Take d= 1.34 in. Use E= 29 x 106 psi. -24 in. B 10 lb/in. V 16 in. 48 in. 200 lb D -8 in. d Determine the deflection at point B. (Round the final answer to four decimal places.) The deflection at point B is 1503 in. J.

! Required information Consider the beam and loading shown. Take d= 1.34 in. Use E= 29 x 106 psi. -24 in. B 10 lb/in. V 16 in. 48 in. 200 lb D -8 in. d Determine the deflection at point B. (Round the final answer to four decimal places.) The deflection at point B is 1503 in. J.

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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Question

Hand written and clean writing please

Required information
Consider the beam and loading shown. Take d= 1.34 in. Use E= 29 × 106 psi.
24 in.
B
10 lb/in.
16 in.
48 in.
200 lb
D
8 in.
d
Determine the deflection at point B. (Round the final answer to four decimal places.)
The deflection at point B is 1503 in. L.

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Step 1: State the given data

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Step 2: Determine the support reaction

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Step 3: Using Macaulay Method (Double Integration Method)

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Step 4: Apply boundary condition

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Step 5: Determine the deflection at point B

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