Assign_3 - 0.00207 0.01083 2185 B 0.85 6.44 0.00725 0.00207...

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Assignment #3 Problem 3 CIVL 4600 Will Sanford beam no. b (in) d (in) f'c (psi) fy (psi) bars in tension As (in2) T (lbs) a A 12 22 3000 60000 3 x #7 1.8 108000 3.53 B 12 22 3000 60000 2x #9+ 1x #8 2.79 167400 5.47 C 12 22 3000 40000 3 x #7 1.8 72000 2.35 D 12 22 4500 60000 3 x #7 1.8 108000 2.35 E 12 33 3000 60000 3 x #7 1.8 108000 3.53 F 20 22 3000 60000 3 x #7 1.8 108000 2.12 beam no. Beta 1 c    s (in/in)    y (in/in) A 0.85 4.15 0.01290
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Unformatted text preview: 0.00207 0.01083 2185 B 0.85 6.44 0.00725 0.00207 0.00519 3225 C 0.85 2.77 0.02084 0.00138 0.01946 1499 D 0.83 2.85 0.02014 0.00207 0.01807 2249 E 0.85 4.15 0.02084 0.00207 0.01877 3373 F 0.85 2.49 0.02349 0.00207 0.02142 2262 check for yielding (+)=yields (-)=doesn't yield Mn (kips)...
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This note was uploaded on 09/20/2009 for the course CIVL 3010 taught by Professor Melville during the Spring '09 term at Auburn University.

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