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Problem 6 (15 pts) The beam shown is subjected to a vertical shear force of 42 kips and is fabricated by fastening the C12 x
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12Y25 h 12in.0 0:352 in χ: 2.3?? in . 0x86 A 2.3 intos0in. こ0.920in d20.30 in Total h 03 +2030 20 20-68? in 253(1-1)3 (20 682

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