LL = 2.8 kip/ft DL = 1.6 kip/ft -6'-0"-- -16'-0"-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A rectangular reinforced concrete beam carries service loads on a span of 22 ft as shown. Use f′c=3000 psi and fy = 60,000 psi; b = 14.5 in., h = 26 in., and reinforcing is three No. 10 bars.
Determine the maximum absolute values of the shear and bending moment.
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