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
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Chapter2: Loads On Structures
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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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