Assume the sections have cracked and use the transformed-area method to compute their flexural stresses for the loads or moments given. 125 mm 125 mm | 125 mm 4-20 mm 375 mm 100 mm 580 mm 75 mm 755 mm M = 90 kN.m n = 9
Assume the sections have cracked and use the transformed-area method to compute their flexural stresses for the loads or moments given. 125 mm 125 mm | 125 mm 4-20 mm 375 mm 100 mm 580 mm 75 mm 755 mm M = 90 kN.m n = 9
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1. Determine the Elastic Moment of Inertia
2. Determine the Maximum Stress @ Top
3. Determine the Maximum Stress @ Bottom

Transcribed Image Text:Assume the sections have cracked and use the
transformed-area method to compute their flexural
stresses for the loads or moments qiven.
|125 mm 125 mm | 125 mm
100 mm
755 mm M = 90 kN.m
580 mm
n = 9
4- 20 mm
75 mm
375 mm-
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