Use the area method. The two beams shown are connected by an internal hinge at C and are supported by a fixed support at A and a roller at D. Parameters ABCDE 2 - 0 2 1 1 2 3 4 5 P = 250+ (A + B) x 2 N W₁ = 200+ (B+C) x 2 N/m W₂ = 300 + (C+D) x 2 N/m M = 400+ (D+E) N·m P = 250+ (1+2) x 2 = 256 N W₁ = 200+ (2+3) × 2 = 210 N/m W₂ = 300 + (3+4) x 2 = 314 N/m M = 400 +(4+5) = 409 N·m W1₁ W₂ M B W₂ 2m 2m 5m Use the following tables as template for your solution. Shear Calculation Shear Values (N) Relation of Shear to Concentrated and Distributed Load VB - V₁ = Bending Moment Calculation Shear Values (N) Relation of Bending Moment to Applied Moment and Shear Diagram M₁ = M₂ = MB - MA = For the following beams, draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. A CO

Use the area method. The two beams shown are connected by an internal hinge at C and are supported by a fixed support at A and a roller at D. Parameters ABCDE 2 - 0 2 1 1 2 3 4 5 P = 250+ (A + B) x 2 N W₁ = 200+ (B+C) x 2 N/m W₂ = 300 + (C+D) x 2 N/m M = 400+ (D+E) N·m P = 250+ (1+2) x 2 = 256 N W₁ = 200+ (2+3) × 2 = 210 N/m W₂ = 300 + (3+4) x 2 = 314 N/m M = 400 +(4+5) = 409 N·m W1₁ W₂ M B W₂ 2m 2m 5m Use the following tables as template for your solution. Shear Calculation Shear Values (N) Relation of Shear to Concentrated and Distributed Load VB - V₁ = Bending Moment Calculation Shear Values (N) Relation of Bending Moment to Applied Moment and Shear Diagram M₁ = M₂ = MB - MA = For the following beams, draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. A CO

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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