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Bending Moment and shear force diagram for overhanging beam Problem 5-3 Determine the values and draw the diagrams for shear force (/mech/sf.htm) and bending moment (/mech/bm.htm) 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. 3 AN/m. 25 kN B 4m- Figure 5-3(a)

Bending Moment and shear force diagram for overhanging beam Problem 5-3 Determine the values and draw the diagrams for shear force (/mech/sf.htm) and bending moment (/mech/bm.htm) 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. 3 AN/m. 25 kN B 4m- Figure 5-3(a)

Structural Analysis
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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hi can you please answer question "problem 5-3" fully?

 

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Bending Moment and shear force diagram for overhanging beam Problem 5-3 Determine the values and draw the diagrams for shear force (/mech/sf.htm) and bending moment (/mech/bm.htm) 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 kN 3 IN/m B 4m. -4m- Figure 5-3(a) Solution: The free-body-diagram is shown in figure 5-3(b). The unknown reaction components of the beam are calculated in Prob 4-2 (http://civilengineer.webinfolist.com/mech/prob42.htm) as A, =0, A, = -10 kN and B, = 55 kN;
Transcribed Image Text:Bending Moment and shear force diagram for overhanging beam Problem 5-3 Determine the values and draw the diagrams for shear force (/mech/sf.htm) and bending moment (/mech/bm.htm) 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 kN 3 IN/m B 4m. -4m- Figure 5-3(a) Solution: The free-body-diagram is shown in figure 5-3(b). The unknown reaction components of the beam are calculated in Prob 4-2 (http://civilengineer.webinfolist.com/mech/prob42.htm) as A, =0, A, = -10 kN and B, = 55 kN;
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