Shear Design Example - Reinforced Concrete Beams using ACI 318-19

This video presents a complete example problem for conducting the shear design of reinforced concrete beams according to ACI 318-19. First, the demands are computed using a shear envelope. Then the proper shear limits are checked to ensure the beam dimensions are allowable and that the proper stirrup spacing is selected. Finally stirrup spacing is computed along the length of the beam to satisfy the shear demands.

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Chapters:
0:00 Introduction
1:16 Shear Envelope
5:50 Concrete Capacity Vc
7:40 Shear Limits
9:15 Minimum Shear Steel
11:09 Capacity with Min Steel
12:20 Required Stirrup Spacing
14:10 Solution