The flexural design strength (kips.ft) of the reinforced concrete beam section shown is most nearly. 24in 317 3800 150 229 (5) #8 16 in f = 4ksi fy = Goksi 20in
The flexural design strength (kips.ft) of the reinforced concrete beam section shown is most nearly. 24in 317 3800 150 229 (5) #8 16 in f = 4ksi fy = Goksi 20in
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The flexural design strength (kips.ft) of the reinforced concrete beam section shown is most nearly.
24in
317
3800
150
229
(5) #8
16 in
f = 4ksi
fy = Goksi
120in
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