10. Calculate the reactions, sketch the deflected shape, and draw to scale (Le in proportion) the bending moment diagram (plotted on the tension side) and the shear force diagram for the beam shown below. Show the values of all local maxima or minima on your BMD and SFD drawings, including the position and value of the maximum moment under the uniformly distributed load. Remember the moment at an internal pin = 0 and to solve for the rection here you will need to deal with two FBD either side of the pin. (Ans: Reaction at C= 6kN J Moment at B = -48 kNm Max moment b/w A & internal pin = 6kNm) 20 kN 12 kN/m Internal pin A 1.5m< _1.5m> 2.0 m 2.0 m

10. Calculate the reactions, sketch the deflected shape, and draw to scale (Le in proportion) the bending moment diagram (plotted on the tension side) and the shear force diagram for the beam shown below. Show the values of all local maxima or minima on your BMD and SFD drawings, including the position and value of the maximum moment under the uniformly distributed load. Remember the moment at an internal pin = 0 and to solve for the rection here you will need to deal with two FBD either side of the pin. (Ans: Reaction at C= 6kN J Moment at B = -48 kNm Max moment b/w A & internal pin = 6kNm) 20 kN 12 kN/m Internal pin A 1.5m< _1.5m> 2.0 m 2.0 m

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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Question

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10. Calculate the reactions, sketch the deflected shape, and draw to scale (ie. in proportion) the bending
moment diagram (plotted on the tension side) and the shear force diagram for the beam shown below.
Show the values of all local maxima or minima on your BMD and SFD drawings, including the position
and value of the maximum moment under the uniformly distributed load.
Remember the moment at an internal pin = 0 and to solve for the rection here you will need to deal with
two FBD either side of the pin.
(Ans: Reaction at C= 6kN I Moment at B = -48 kNm Max moment b/w A & internal pin = 6kNm)
20 kN
12 kN/m
Internal pin
A
2.0 m
2.0 m
1.5m
1.5m

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