1) Design a wide flange section (W section) for the beam shown. Also use hand calculations to verify the capacity of the

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1) Design a wide flange section (W section) for the beam shown. Also use hand calculations to verify the capacity of the

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1 Design A Wide Flange Section W Section For The Beam Shown Also Use Hand Calculations To Verify The Capacity Of The 1
1 Design A Wide Flange Section W Section For The Beam Shown Also Use Hand Calculations To Verify The Capacity Of The 1 (33.85 KiB) Viewed 31 times
Design a wideflange section (W section) for the beam shown. Alsouse hand calculations to verify the capacity of the designedsection. Dead load does not include self-weight. Compression flangeis braced at 1/3 span.
1) Design a wide flange section (W section) for the beam shown. Also use hand calculations to verify the capacity of the designed section. Dead load does not include self-weight. Fy = 50 ksi WD = 1500 lbs W₁= 2000 lbs Compression flange is braced at 1/3 span. 45-1 WD+W₂
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