The beam section shown in the Figure 3 will carry the same loading pattern in Problem No.3 , Figure 2(b). If the value of Pu = 175 kN and using design properties of f’ c = 30 MPa and fy = 345 MPa, determine the following: a. The shear capacity of the concrete alone and the ultimate critical shear force at the right side of the left (hinge) support (interior face); b. The theoretical spacing of 10-mm-diameter U-shaped stirrups as required by the critical shear in part (a), if any.
The beam section shown in the Figure 3 will carry the same loading pattern in Problem No.3 , Figure 2(b). If the value of Pu = 175 kN and using design properties of f’ c = 30 MPa and fy = 345 MPa, determine the following: a. The shear capacity of the concrete alone and the ultimate critical shear force at the right side of the left (hinge) support (interior face); b. The theoretical spacing of 10-mm-diameter U-shaped stirrups as required by the critical shear in part (a), if any.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The beam section shown in the Figure 3 will carry the same loading pattern in Problem
No.3 , Figure 2(b). If the value of Pu = 175 kN and using design properties of f’ c = 30
MPa and fy = 345 MPa, determine the following:
a. The shear capacity of the concrete alone and the ultimate critical shear force
at the right side of the left (hinge) support (interior face);
b. The theoretical spacing of 10-mm-diameter U-shaped stirrups as required by
the critical shear in part (a), if any.
Transcribed Image Text:2P₁
1.5 m
Figure 2
4P₁
W 10 kN/m
2.5 m
(b)
2.5m
2P
1.5m
Transcribed Image Text:305 mm
5-25mm
Figure 3
d=510 mm
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