0.5 W 0.5 W fo = 30 MPa fy = 414MPa 8. 250 mm 250 mm 3.5 m 3.5 m 2- 25mm Ø 3-36mm Ø 250 mm 300 mm
0.5 W 0.5 W fo = 30 MPa fy = 414MPa 8. 250 mm 250 mm 3.5 m 3.5 m 2- 25mm Ø 3-36mm Ø 250 mm 300 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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(Show a Step-by-step Solution with description for every step) Determine the maximum and concrete and steel stresses at the point of maximum positive and negative moments.

Transcribed Image Text:0.5 W
0.5 W
8.
fc= 30 MPa
%3D
fy = 414MPA
%3D
250 mm
250 mm
3.5 m
3.5 m
2-25mm Ø
3-36mm Ø
300 mm
800mm
250 mm
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