A W16x31 steel beam spans between two steel columns at a top of steel elevation of positive 10 feet zero inches. The beam end reaction carries an unfactored load of 11 kips. The beam to column moment connection is designed for 72 kip-feet.
72 K-FT 72 K-FT 11 K 11 K (+)10'-0") W16x31 BEAM TO COLUMN MOMENT MEMBER SIZE BEAM END REACTION (LOADS UNFACTORED) TOP OF STEEL ELEVATION STEEL COLUMN
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