Q-3 Compute the maximum tensile and comprsive stresses devloped in the beam that is loaded and has the cross-sectional properties shown in fig (12.5) 8 KN 120 mm 10 KN/m NA A 4 m 1m B 50 mm 1=20 x10 6 mm4

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Q-3
Compute the maximum tensile and comprsive stresses devloped in the beam that is
loaded and has the cross-sectional properties shown in fig
(12.5)
8 KN
120 mm
10 KN/m
NA
A
4 m
1m
50 mm
B
|=20 x10 6 mm4
Transcribed Image Text:Q-3 Compute the maximum tensile and comprsive stresses devloped in the beam that is loaded and has the cross-sectional properties shown in fig (12.5) 8 KN 120 mm 10 KN/m NA A 4 m 1m 50 mm B |=20 x10 6 mm4
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