Answer Happy

Posted: **Fri Jul 08, 2022 5:52 am**

: 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 32 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