100 N/m,A simply supported beam ABCD is subjected to a linearly distributed load, with wotwo concentrated loads, one at C and the other at D, and a point moment at B as shown in Figure4.1. The angles of the point loads are: 0₁ = 40° and 0₂ = 30° and the dimensions are a = = 5 m, b = 3m and c = 2 m.b) Use the method of sections to derive expressions for the internal resultant loadings, i.e., normal(N) and shear (V) forces as well as bending moment (M) at the cross-section of the beam asfunctions of x. The expressions must be valid for 0≤x≤a and a ≤x≤ b and b≤x≤c. Checkthat your equations provide values at the midpoint of AB that are consistent with your resultsin part a.WoAXaB1500 N의200 N·mbFigure 4.1. - Simply supported beam0₂2300 N

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oads are: 0₁ 40° and 0₂ = 30° and the dimensions are a = 5 m, b = s to derive expressions for the internal resultant loadings, i.e., nor as well as bending moment (M) at the cross-section of the bear ssions must be valid for 0

oads are: 0₁ 40° and 0₂ = 30° and the dimensions are a = 5 m, b = s to derive expressions for the internal resultant loadings, i.e., nor as well as bending moment (M) at the cross-section of the bear ssions must be valid for 0

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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