WD = 1.4 kips/ft plus weight of beam WL = 1.5 kips/ft %3D (a) 20 ft 21.5 in. 24 in. (b) 3 No. 9 bars 12 in. 目工
WD = 1.4 kips/ft plus weight of beam WL = 1.5 kips/ft %3D (a) 20 ft 21.5 in. 24 in. (b) 3 No. 9 bars 12 in. 目工
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The loadsshown on the beam with a cross section at midspan as shown, are service (unfactored)
loads. The concrete used is a normal weight concrete with compressive strength of 4000 psi.
The yield strength of the reinforcement is 60,000psi. For the midspan section shown, compute
φMn and show that it exceeds Mu
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