Determine the values and draw the diagrams for shear force and bending moment due to the imposed load on simple supported beam shown in figure 5-2(a) +y 4 20 kN/m 10 kN .... ry A B - c D |.—- 4m —olo— Am—ofe Zn—oi Figure 5-2(a) Determine the values and draw the diagrams for shear force and bending moment due to the imposed loads on overhanging beam shown in figure 5- 3(a) and find the position of point of contra-flexure, if any. e 5kim B A B 4y fe-2m-afe— dm —el—in—] Figure 5-3(a) Determine the values and draw the diagrams for shear force and bending moment due to the imposed load on cantilever shown in figure 5-1(a) +:.'v - 2N 4KN/m bty A D foin wf—2n —.Ci..lm Figure 5-1(a) Determine the values and draw the diagrams for shear force and bendingmoment due to the imposed load on simple supported beam shown infigure 5-2(a)+y20 kN/m10 kNBtxD4m4m+ 2m-→|Figure 5-2(a)Determine the values and draw the diagrams for shear force and bendingmoment due to the imposed loads on overhanging beam shown in figure 5-3(a) and find the position of point of contra-flexure, if any.25 kN3 kN/mBA4m- 4m-Figure 5-3(a)Determine the values and draw the diagrams for shear force and bendingmoment due to the imposed load on cantilever shown in figure 5-1(a)2 kN4 kN/mABC1 m+ 1m2 mFigure 5-1(a)

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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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Determine the values and draw the diagrams for shear force and bending moment due to the imposed load on simple supported beam shown in figure 5-2(a) +y 4 20 kN/m 10 kN .... ry A B - c D |.—- 4m —olo— Am—ofe Zn—oi Figure 5-2(a) Determine the values and draw the diagrams for shear force and bending moment due to the imposed loads on overhanging beam shown in figure 5- 3(a) and find the position of point of contra-flexure, if any. e 5kim B A B 4y fe-2m-afe— dm —el—in—] Figure 5-3(a) Determine the values and draw the diagrams for shear force and bending moment due to the imposed load on cantilever shown in figure 5-1(a) +:.'v - 2N 4KN/m bty A D foin wf—2n —.Ci..lm Figure 5-1(a)

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