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
Related questions
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

Transcribed Image Text: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
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