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A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value of x is 2.1 m, calculate the deflection at C in terms of El. Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/El should be answered -562.5) P, (kN) P2 (kN) w (kN/m) 1m 1m А D 4.2m

A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value of x is 2.1 m, calculate the deflection at C in terms of El. Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/El should be answered -562.5) P, (kN) P2 (kN) w (kN/m) 1m 1m А D 4.2m

Structural Analysis
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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ASAP!!! NEED RIGHT COMPLETE SOLUTION !!! CALCULATE DEFLECTION C AND B
A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value of x is 2.1 m, calculate the deflection at C in terms of El. Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/EI, should be answered -562.5) P, (kN) P, (kN) w (kN/m) 1m 1m A D 4.2m
Transcribed Image Text:A simply supported beam with P1=60 kN, P2=53 kN and w-25 kN/m has the loadings shown. If the value of x is 2.1 m, calculate the deflection at C in terms of El. Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/EI, should be answered -562.5) P, (kN) P, (kN) w (kN/m) 1m 1m A D 4.2m
A simply supported beam with P1=47 kN, P2=70 kN and w-28 kN/m has the loadings shown. If the value of x is 2.5 m, calculate the deflection at B in terms of El. Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/EI should be answered -562.5) P, (kN) P2 (kN) w (kN/m) 1m 1m A В C D 4.2m
Transcribed Image Text:A simply supported beam with P1=47 kN, P2=70 kN and w-28 kN/m has the loadings shown. If the value of x is 2.5 m, calculate the deflection at B in terms of El. Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/EI should be answered -562.5) P, (kN) P2 (kN) w (kN/m) 1m 1m A В C D 4.2m
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