P=80 N q=10 N/m B 100 느=40 m --=40 m 2 2
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.16P: Figure (a) shows the cross-sectional dimensions for the structural steel section known as C1020...
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Question
As shown in the figure below, simple support beams have distribution and concentration loads. Ask for the following. (Front-power diagram and bending moment)
Complete all information on the track together)
a) Draw a shear force line.
b) Draw a bend-moment lead.
Expert Solution
Step 1
The given beam is shown below –
Calculating reaction at support at A and B,
Step 2
Calculation for Shear Force Diagram,
The shear stress will be 0 at section CB obtained by putting the above equation to 0.
Step 3
Now drawing the SFD as shown below –
Calculating the bending moment at the different section as follows –
For section, CB consider at a distance x from C
For maximum bending moment differentiate the above equation with respect to x and put it to 0.
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