1. Determine the maximum tensile and compressive bending stresses in the beam shown. 4 KNim 200 mm 1= 30 x 10 mm 6m NA

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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stresses in beams

1.
Determine the maximum tensile and compressive bending stresses in
the beam shown.
4 kN/m
200 mm
-1= 30 x 10 mm
B
6 m
NA
80 mm
2.
For the beam shown in the figure, find the shear stress at a point 30 mm
above the bottom of the beam at section C.
50 mm
|14 kN
1.5 m
B
3 m
100 mm
1 = 19.3 x 10 mm
- NA
A
D
62.5 mm
50 mm
2 m
100 mm
Transcribed Image Text:1. Determine the maximum tensile and compressive bending stresses in the beam shown. 4 kN/m 200 mm -1= 30 x 10 mm B 6 m NA 80 mm 2. For the beam shown in the figure, find the shear stress at a point 30 mm above the bottom of the beam at section C. 50 mm |14 kN 1.5 m B 3 m 100 mm 1 = 19.3 x 10 mm - NA A D 62.5 mm 50 mm 2 m 100 mm
3.
For the beam shown, calculate (a) the maximum bending stress; and (b) the
bending stress at a point 0.5 in. from the top of the beam on section D.
| 2000 lb
2 in.
-3 ft
D
4 in.
6 ft
6 ft
Transcribed Image Text:3. For the beam shown, calculate (a) the maximum bending stress; and (b) the bending stress at a point 0.5 in. from the top of the beam on section D. | 2000 lb 2 in. -3 ft D 4 in. 6 ft 6 ft
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