36" -28" - 12"-| 36" 2-2" 24" typ 36" 36" 2-2" 8" typ (a) f : = 4000 psi (b) f = 5000 psi (c) = 6000 psi (d) = 3000 psi FIGURE P4.1
36" -28" - 12"-| 36" 2-2" 24" typ 36" 36" 2-2" 8" typ (a) f : = 4000 psi (b) f = 5000 psi (c) = 6000 psi (d) = 3000 psi FIGURE P4.1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the nominal moment capacity of the section in Fig. 4.1 d using two No. 11 bars. fy = 60,000 psi.
Transcribed Image Text:28"-
36"
12"
36"
|
4"
2-2"
24"
typ
36"
36"
2-2"
typ
8"
8"-
(a) f = 4000 psi
(b) f = 5000 psi
(c) f = 6000 psi
(d) f = 3000 psi
FIGURE P4.1
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