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Shear and Bending Moment Diagram Summer 2020 Dr. Akm Rahman

Shear and Bending Moment Diagram

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Page 1: Shear and Bending Moment Diagram

Shear and Bending Moment Diagram

Summer 2020Dr. Akm Rahman

Page 2: Shear and Bending Moment Diagram

Cantilever Beam

Simply Supported Beam

Page 3: Shear and Bending Moment Diagram

Beam Types

Concentrated Load

Cantilever beam-Diving board,Balcony,Aircraft Wing

Overhanging Beam-Brooklyn Bridge

Bridge

Page 4: Shear and Bending Moment Diagram

Types of Loads

Steel beamw=Weight of beam per unit length,

Lb/ft, N/m

Page 5: Shear and Bending Moment Diagram

Take moment at point B, MB Ra*40=40*20+5*8So, Ra=21 kip

Take all the forces in Y dir--- Ra+Rb=40+5, So Rb=45-21=24 kip

Page 6: Shear and Bending Moment Diagram

Take Moment at point B,-Ra*8+60*7.5+20*5+30*3=0Ra=80 kN=80,000 N

Moment=load*vertical distance

Rb=?=30 kN

Page 7: Shear and Bending Moment Diagram

We Will learn Reaction,Shear &Moment Diagram

Ra=49.2 kN

49.2 kN19.2 kN

-57.1 kN

Shear Diagram

M at 3 m--49.2*3=147.6 kN.MM at 8.5 m… 49.2*8.5-30*5.5=253.2 kn.MM at 12 m… =0

147.6 kN.m

X=0 X=3 X=8.5

253.2 kn.M

X=12 Moment Diagram

Page 8: Shear and Bending Moment Diagram

V=Shear force=force acting parallel to the beam section

Shear Force

Shear Force Diagram= Shear force along the length

V=42.9 kNM=42.9*2 kN.m=98.4

Page 9: Shear and Bending Moment Diagram

Shear force , V is internal force; internal resistance to external force

Page 10: Shear and Bending Moment Diagram

Now consider bending moment

Page 11: Shear and Bending Moment Diagram

V=49.2-30=19.2 kN

M=49.2*5-30*2=186 KN.M

Page 12: Shear and Bending Moment Diagram

V=42.9-30-70=-57.1 kN

M=171.1 kN.m

Page 13: Shear and Bending Moment Diagram

Take moment at A,Rb=(10*4+24*6)/12=15.33 KipRa=18.67 kip

Load Diagram

Find Shear and Moment Diagram

V at left of x=4 … 18.67-w*x=18.67-2*4=10.67 kip

Right of x =4… 10.67-10=.67 kipV at x= 6… 18.67-10-w*x=-3.33 kip

w=2 kip/ft

X=0 X=4 X=12

18.67 kip10.67 kip

.67 kip -3.33 kip

-15.33 kip

M at left of x =4..18.67*4-w.x^2/2=58.68 kip.ft

Shear and Moment Diagram in the next page

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