Problem 2.22 Compute the allowable resisting moment of the section shown using the transformed area method if allowable stresses are f= 1800 psi, f, f = 24,000 psi, and n = 8. 12 in.- 1 #10 2 in. 2 in. 2 #10 -10 in.- 4 in. 4 in. 16 in. 12 in. 12 in. 4 in.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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O T☺ 1
Problem 2.22 Compute the allowable resisting moment of the
section shown using the transformed area method if allowable
stresses are f = 1800 psi, f, = f = 24,000 psi, and n = 8.
12 in.
1 # 10
12 in.
mum <
(1
|||
2 #10
-10 in.
●
4 in.
2 in.+
4 in. 16 in.
(-AST 25. maldos
$2 in.
4 in.
12 in.
مزر للأعلى لاستعراض الفلاتر
إضافة شرح..
×
Transcribed Image Text:O T☺ 1 Problem 2.22 Compute the allowable resisting moment of the section shown using the transformed area method if allowable stresses are f = 1800 psi, f, = f = 24,000 psi, and n = 8. 12 in. 1 # 10 12 in. mum < (1 ||| 2 #10 -10 in. ● 4 in. 2 in.+ 4 in. 16 in. (-AST 25. maldos $2 in. 4 in. 12 in. مزر للأعلى لاستعراض الفلاتر إضافة شرح.. ×
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