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1. Determine the resultant internal loadings acting on the cross-section at C of the simply supported beam shown below. 100Kx/m 75KN 3m-4-2m-

1. Determine the resultant internal loadings acting on the cross-section at C of the simply supported beam shown below. 100Kx/m 75KN 3m-4-2m-

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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1. Determine the resultant internal loadings acting on the cross-section at C of the simply supported beam shown below. 100Kx/m 175KN H -3m-4-2m- 2. Three rigid rods are pin-connected as shown. Determine the strain undergone by the rod BC (ie., Enc) when a vertical force P is applied. A and E for three rods are same and constant. L A, E= constant for all 3 rods LITL L= Length of each you 3. The bar has a cross-sectional area of A and modulus of clasticity, E. If it is subjected to a distributed axial loading that increases linearly from w=0 at x-0 to Wo at x = L, determine the axial displacement of point B and C. Also determine the expression for in section AB. Wo -A,E= Constant x
Transcribed Image Text:1. Determine the resultant internal loadings acting on the cross-section at C of the simply supported beam shown below. 100Kx/m 175KN H -3m-4-2m- 2. Three rigid rods are pin-connected as shown. Determine the strain undergone by the rod BC (ie., Enc) when a vertical force P is applied. A and E for three rods are same and constant. L A, E= constant for all 3 rods LITL L= Length of each you 3. The bar has a cross-sectional area of A and modulus of clasticity, E. If it is subjected to a distributed axial loading that increases linearly from w=0 at x-0 to Wo at x = L, determine the axial displacement of point B and C. Also determine the expression for in section AB. Wo -A,E= Constant x
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