Question: Example 5 . 6 - 6 For the singly reinforced beam of the portal frame shown in Figure 5 . 6 - 4 below, a

Example

5.6 - 6

For the singly reinforced beam of the portal frame shown in Figure

5.6 - 4

below, a designer has proposed to use open U stirrups with diameter of

10

mm and with indicated spacing for shear reinforcement of the beam. Is using of open U stirrups justified according to ACI requirements? Explain your Based on proposed spacing and beam shear strength, what is the maximum uniformly factored load Wa that could be applied? In your solution assume fc

= 28

MPa and fy

= 420

MPa.

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