Problem 3: Find the design moment strength for the following section: f'c=6000 psi hf=6" a. Mn= fy =60 ksi Es = 29,000 ksi b = 24" 8² bw = 4" ... bw = 4" k-ft A's = 2 in² As = 6.5 in² (total) d` = 1.5" d = 30" Strain Stress
Problem 3: Find the design moment strength for the following section: f'c=6000 psi hf=6" a. Mn= fy =60 ksi Es = 29,000 ksi b = 24" 8² bw = 4" ... bw = 4" k-ft A's = 2 in² As = 6.5 in² (total) d` = 1.5" d = 30" Strain Stress
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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