Item Number 1. Solve for the reactions, the midspan deflection, and the slope at the midspan. UseE=70 GPa and I=100 x 106 mm²Ely"=Ely'=Ely=RA:ADeflection:15 kN/m4 mRB:5 kNFinal Equations with value of C₁ and C₂BSlope:1 mMA:

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Item Number 1. Solve for the reactions, the midspan deflection, and the slope at the midspan. Use E-70 GPa and I=100 x 106 mm Ely"= Ely'= Ely= RA: A Deflection: 15 kN/m 4 m RB: 5 kN Final Equations with value of C₁ and C₂ B Slope: 1 m MA: C

Item Number 1. Solve for the reactions, the midspan deflection, and the slope at the midspan. Use E-70 GPa and I=100 x 106 mm Ely"= Ely'= Ely= RA: A Deflection: 15 kN/m 4 m RB: 5 kN Final Equations with value of C₁ and C₂ B Slope: 1 m MA: C

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

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Item Number 1. Solve for the reactions, the midspan deflection, and the slope at the midspan. Use
E=70 GPa and I=100 x 106 mm²
Ely"=
Ely'=
Ely=
RA:
A
Deflection:
15 kN/m
4 m
RB:
5 kN
Final Equations with value of C₁ and C₂
B
Slope:
1 m
MA:

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