Required informationConsider the loading condition shown. Assume that the flexural rigidity El of the beam is constant.21WB-L/2L/2L/2-The deflection at point B is.0013WUsing singularity functions, determine the deflection at point B and point D. (Round the final answers to four decimal places.)The deflection at point Dis. -0.0163wwwwwwwwww…………1DxDeflection point at D is wrong

Since the Deflection at point B is given and is correct so ; Deflection at B = 0.0013 wL4EI The…

! Required information Consider the loading condition shown. Assume that the flexural rigidity El of the beam is constant. "| -L/2- B -L/2- C The deflection at point B is. [ 0013 The deflection at point Dis. -0.0163 Using singularity functions, determine the deflection at point B and point D. (Round the final answers to four decimal places.) W EI -L/2

! Required information Consider the loading condition shown. Assume that the flexural rigidity El of the beam is constant. "| -L/2- B -L/2- C The deflection at point B is. [ 0013 The deflection at point Dis. -0.0163 Using singularity functions, determine the deflection at point B and point D. (Round the final answers to four decimal places.) W EI -L/2

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

Types and properties of steel

Steel is an alloy of iron. It is formed by heating iron and combining carbon (0.1-1.7%) with it and minor amounts of other elements such sulfur, chromium, manganese, nickel, etc. Thousands of steel grades have been published, registered, or regulated around the world, each with its chemical composition, and special numbering systems have been devised in various countries to classify the vast number of alloys.

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Required information
Consider the loading condition shown. Assume that the flexural rigidity El of the beam is constant.
21
W
B
-L/2L/2L/2-
The deflection at point B is.
0013
W
Using singularity functions, determine the deflection at point B and point D. (Round the final answers to four decimal places.)
The deflection at point Dis. -0.0163
wwwwwwwwww…………
1
D
x
Deflection point at D is wrong

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