Q.3. Shear Force and Bending Moment Diagram Inputs: • A is a pin. D and E are rollers. B is an internal hinge. • M = Moment at Point C (kN.m) (From Table). • L= Distance of Support D in meters (From Table) • P = Force at Point C (kN) (From Table). W = Distributed load (kN/m) (From Table). Required: 1) Find the reactions at the support. 2) Draw the Shear Force Diagram and Bending Moment Diagrams. 3) Find the Maximum Shear and Moment (max POSITIVE & max NEGATIVE) and their positions. P kN 8 kN m w kN/m A -3 m2 m-- 10m

Q.3. Shear Force and Bending Moment Diagram Inputs: • A is a pin. D and E are rollers. B is an internal hinge. • M = Moment at Point C (kN.m) (From Table). • L= Distance of Support D in meters (From Table) • P = Force at Point C (kN) (From Table). W = Distributed load (kN/m) (From Table). Required: 1) Find the reactions at the support. 2) Draw the Shear Force Diagram and Bending Moment Diagrams. 3) Find the Maximum Shear and Moment (max POSITIVE & max NEGATIVE) and their positions. P kN 8 kN m w kN/m A -3 m2 m-- 10m

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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