(Ex) Design a singly reinforced concrete beam. f = 3 ksi, fy = 60 ksi, Pp = 10%, P1 = 8*, W̟ = 1.0 k/ft, W, 1.5 k/ft (w/o self wt.), Pinitial = 0.18 Assume Interior Exposure. 18'-
(Ex) Design a singly reinforced concrete beam. f = 3 ksi, fy = 60 ksi, Pp = 10%, P1 = 8*, W̟ = 1.0 k/ft, W, 1.5 k/ft (w/o self wt.), Pinitial = 0.18 Assume Interior Exposure. 18'-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text:(Ex) Design a singly reinforced concrete beam. fé = 3 ksi, fy = 60 ksi,
Pp = 10k, P, = 8k, W,
1.0 k/ft, Wp
1.5 k/ft (w/o self wt.), Pinitial = 0.18
fy
Assume Interior Exposure.
W
6'
18'-
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