SITUATION 32 The simply supported beam in the figure below has a rectangular cross section 120 mm wide and 200 mm high. a. Compute the maximum bending stress in the beam. a. Compute the bending stress at a point on section B that is 25 mm below the top of the beam. A 0.8 m RA 6 kN/m B 1 2m NA- 120 mm 15 kN D 100 mm -- 100 mm -1.0 m E RE

Structural Analysis
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Chapter2: Loads On Structures
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SITUATION 32
The simply supported beam in the figure
below has a rectangular cross section
120 mm wide and 200 mm high.
a. Compute the maximum bending
stress in the beam.
a. Compute the bending stress at a
point on section B that is 25 mm
below the top of the beam.
0.8 m
RA
6 kN/m
B
2m
NA
с
120 mm
15 kN
D
A
100 mm
-+
100 mm
1.0 m
E
RE
Transcribed Image Text:SITUATION 32 The simply supported beam in the figure below has a rectangular cross section 120 mm wide and 200 mm high. a. Compute the maximum bending stress in the beam. a. Compute the bending stress at a point on section B that is 25 mm below the top of the beam. 0.8 m RA 6 kN/m B 2m NA с 120 mm 15 kN D A 100 mm -+ 100 mm 1.0 m E RE
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