The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangulardistributed load acting on part CD and a moment 4.5 kNm applied at E. The separate partsAC and CG are pin connected at C'and the beam is supported at G with a fixed support andat A with a weightless vertical link that is pin-connected.6 kN3.6 kN/mABEGr (m)2.558104.5 kNm(a)Calculate all the support reactions on beam AG. Interpret your calculated reactions onthe beam by indicating these reactions on a separate free body diagram of the beam.(b)Draw the shear force and bending moment diagrams for beam AG. Calculate all localmaxima and minima, zeros and points where the diagrams change shape, and show thesevalues and points on the diagrams. All relevant calculations must be shown.

RB=6KN ME=4.5KNm C is hinged or pinned here separate SFD and BMD diagram is drawn All maxima and…

The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular distributed load acting on part CD and a moment 4.5 kNm applied at E. The separate parts AC and CG are pin connected at Cand the beam is supported at G with a fixed support and at A with a weightless vertical link that is pin-connected. 6 kN 3.6 kN/m B I (m) 2.5 8 9 10 4.5 kNm

The horizontal 10 m compound beam ACG is subjected to a vertical load at B, a triangular distributed load acting on part CD and a moment 4.5 kNm applied at E. The separate parts AC and CG are pin connected at Cand the beam is supported at G with a fixed support and at A with a weightless vertical link that is pin-connected. 6 kN 3.6 kN/m B I (m) 2.5 8 9 10 4.5 kNm

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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