RCDShear in BeamsDifficulty 4/5
Determine the spacing of vertical stirrups near the left support (d) of the beam loaded as shown in Figure. Given the following data: Bw = 305 mm d = 590 mm PD = 110 kN PL = 140 kN f y = 275 MPa f'c = 25 MPa WL = 34 kN/m Wd = 30 kN/m Compute the nominal shear carried by the concrete, nominal shear carried by the shear reinforcement, and required spacing of 10 mm vertical u-shape stirrups, respectively. NOTE: USE THREE(3) DECIMAL IN EVERY CALCULATIONS.
A153.726 kN, 432.782 kN, and 95 mm
B152.958 kN, 423.387 kN, and 95 mm
C152.958 kN, 423.398 kN, and 90 mm✓ Correct
D153.958 kN, 423.568 kN, and 85 mm
Answer
152.958 kN, 423.398 kN, and 90 mm
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