34 3 Example 1: petermine the yield moment My, the plastic or nominal moment Mp (Mn), and the plastic modulus for the simply supported beam having the cross section shown in the figure. Also calculate the shape factor, and nominal load Practing transversely through the mid span of the beam. Assume that F, = 50 ksi. 12 ft Pr 12 ft 1 in 15 in. AVERTRA 8 in. 15 in. 17 in. in.
34 3 Example 1: petermine the yield moment My, the plastic or nominal moment Mp (Mn), and the plastic modulus for the simply supported beam having the cross section shown in the figure. Also calculate the shape factor, and nominal load Practing transversely through the mid span of the beam. Assume that F, = 50 ksi. 12 ft Pr 12 ft 1 in 15 in. AVERTRA 8 in. 15 in. 17 in. in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![34
3
Example 1:
i moment My, the plastic c
or nominal
petermine the yield
moment Mp (Mn), and the plastic modulus Z for the simply
supported beam having the cross section shown in the figure.
Also calculate the shape factor, and nominal load Practing
transversely through the mid span of the beam. Assume that
F, = 50 ksi.
12 ft
Pr
-- 12 ft
1 in
15 in.
8 in.
15 in.
17 in.
in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F439cd9ce-e745-4f40-bd65-72ae66cd95d4%2Ff9c2a5db-9c76-41a8-abfd-c395a0baf4a9%2F1e7zq9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:34
3
Example 1:
i moment My, the plastic c
or nominal
petermine the yield
moment Mp (Mn), and the plastic modulus Z for the simply
supported beam having the cross section shown in the figure.
Also calculate the shape factor, and nominal load Practing
transversely through the mid span of the beam. Assume that
F, = 50 ksi.
12 ft
Pr
-- 12 ft
1 in
15 in.
8 in.
15 in.
17 in.
in.
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