19.9 Compute the design moment capacity of the preten- sioned beam of Problem 19.2 if f. 200,000 psi, and fou = 225 ksi. Assume > 0.85. (Ans. 293.1 ft-k) 5000 psi, fpy fov fou 1 k/ft (not including beam weight) 22" 27" 0.9 in.? 27

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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19.9 Compute the design moment capacity of the preten-
= 5000 psi, foy
> 0.85. (Ans.
sioned beam of Problem 19.2 if f.
= 225 ksi. Assume
for
200,000 psi, and fou
293.1 ft-k)
%3D
fou
1 k/ft (not including beam weight)
22"
27"
0.9 in.?
27
5"
Transcribed Image Text:19.9 Compute the design moment capacity of the preten- = 5000 psi, foy > 0.85. (Ans. sioned beam of Problem 19.2 if f. = 225 ksi. Assume for 200,000 psi, and fou 293.1 ft-k) %3D fou 1 k/ft (not including beam weight) 22" 27" 0.9 in.? 27 5"
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