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Problem 2. Frame Model in SAP2000 Friday, May 15, 2020 8:30 AM The moment resisting frame below has A992 Grade 50 (Fy = 50 ksi) steel W12 x 106 columns and W21 x 68 beams. The frame resists both lateral (wind) and gravity loads (dead and live) as shown. The loads are unfactored but live loads have been reduced as allowed. 7.Skip 7.5kip 7.5kip 7.5kip 3.75kip 3.75kip 3.75kip 3.75kip 35 kip 35 kip 1 1 1 12 f 15kip 15kip 15kip 15kip 25 kip 25 kip 1 I |7.Skip 7.5kip 7.5kip 7.Skip 10 ft (TYP) 10 ft (TYP) 12 6 30 f 30 f Wind Dead Live

Fig: 1