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Question 4 A simple beam AB supports a concentrated load P acting at distances a and b from the left hand and right hand supports, respectively as illustrated in the Figure below. P A B a L 4.1 Determine the bending moments for the beam sections: 4.1.4 0

Question 4 A simple beam AB supports a concentrated load P acting at distances a and b from the left hand and right hand supports, respectively as illustrated in the Figure below. P A B a L 4.1 Determine the bending moments for the beam sections: 4.1.4 0

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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Question 4 A simple beam AB supports a concentrated load P acting at distances a and b from the left hand and right hand supports, respectively as illustrated in the Figure below. P А B a L 4.1 Determine the bending moments for the beam sections: 4.1.4 0<xsa 4.1.2 a sx< L 4.2 using the bending moments calculated in 4.1.4 and 4.12, determine the deflections v(x) for the deflection of the beam for 0 <x< a and a<x< L, respectively if the flexural rigidity El is constant where E is the Young's modulus of elasticity and / is the moment of inertia.
Transcribed Image Text:Question 4 A simple beam AB supports a concentrated load P acting at distances a and b from the left hand and right hand supports, respectively as illustrated in the Figure below. P А B a L 4.1 Determine the bending moments for the beam sections: 4.1.4 0<xsa 4.1.2 a sx< L 4.2 using the bending moments calculated in 4.1.4 and 4.12, determine the deflections v(x) for the deflection of the beam for 0 <x< a and a<x< L, respectively if the flexural rigidity El is constant where E is the Young's modulus of elasticity and / is the moment of inertia.
Question 4 A simple beam AB supports a concentrated load P acting at distances a and b from the left hand and right hand supports, respectively as illustrated in the Figure below. P А B a L 4.1 Determine the bending moments for the beam sections: 4.1.4 0<xsa 4.1.2 a sx< L 4.2 using the bending moments calculated in 4.1.4 and 4.12, determine the deflections v(x) for the deflection of the beam for 0 <x< a and a<x< L, respectively if the flexural rigidity El is constant where E is the Young's modulus of elasticity and / is the moment of inertia.
Transcribed Image Text:Question 4 A simple beam AB supports a concentrated load P acting at distances a and b from the left hand and right hand supports, respectively as illustrated in the Figure below. P А B a L 4.1 Determine the bending moments for the beam sections: 4.1.4 0<xsa 4.1.2 a sx< L 4.2 using the bending moments calculated in 4.1.4 and 4.12, determine the deflections v(x) for the deflection of the beam for 0 <x< a and a<x< L, respectively if the flexural rigidity El is constant where E is the Young's modulus of elasticity and / is the moment of inertia.
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