Laserfiche WebLink
- � Mufti-Loaded Beam[AISC 9th Ed ASD]Ver: 6.00.81 <br /> , , By: TERRY MIKKELSON . DFP PLANNING&NDESIGN. LLC on: 06-16-2006 <br /> Project: 206231 -Location: GRT RM WDW <br /> Summary: <br /> A36 WS�CZ1 x 15.0 FT <br /> • Section Adequate Bv: 72% Controllinq Factor: Moment <br /> LOADiNG DiAGRAM <br /> P1 <br /> A 6 <br /> Center Span = 15 ft <br /> Reactions <br /> Live Load Dead Load Tota! Load Uplift Load <br /> A 4713 Lb 3109 l.b 7822 Lb 0 Lb <br /> B 4567 Lb 4046 Lb 8613 Lb 0 Lb <br /> Center SDan <br /> Uniform Loading <br /> Live Load Dead Load Self WeiQht Total Load <br /> W 0 Plf 0 Plf 21 Plf 21 Plf <br /> Trapezoidal Loading <br /> Left LL left DL Riqht LL RiQht DL Load Start Load End <br /> TR1 500 Plf 188 Plf 500 Plf 188 Plf 0 Ft 11 Ft <br /> TR2 450 Plf 169 Plf 450 Plf 169 Plf 11 Ft 15 Ft <br /> TR3 180 Plf 68 Plf 180 Ptf 68 Plf 2 Ft 13 Ft <br /> TR4 0 Plf 101 Plf 0 Plf 101 Plf 2 Ft 13 Ft <br /> Point Loading <br /> Live Load Dead Load Location <br /> P1 0 Lb 2237 Lb 10.8 Ft <br />