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Posted: **Sat May 21, 2022 1:48 pm**

: Problem 3 The Beams E G B1 Typ Are Also Cast With F 5 000 Psi Normal Weight Concrete 150 Pcf Br 0 8 Use D 1 (9.55 KiB) Viewed 24 times

: Problem 3 The Beams E G B1 Typ Are Also Cast With F 5 000 Psi Normal Weight Concrete 150 Pcf Br 0 8 Use D 2 (7.85 KiB) Viewed 24 times

Problem 3. The beams, e.g., B1 (typ.), are also cast with f = 5,000 psi (normal weight concrete, 150 pcf. Br=0.8). Use d = h-3", for both positive and negative bending,
(10 points) If No. 4 U-stirrups at 8" on-center are used for B1, determine the design shear capacity (V.) of the beam.