Laserfiche WebLink
PROJECT:Harmon St ADUs JOB NO.:A025.033 SUBJECT:LINE LOADS <br />Roof DL 19 psf <br />Level Descriptions <br />Seismic <br />Snow 0 psf <br />Label Height (ft)Wcontrol (lb) Vnorm (lb) Vredist (lb)Redist Fact k= 1 Floor DL 19 psf <br />Roof 15 37544 5114 5114 1.00 Σwihi <br />k=563160 Wall DL 18 psf <br />0 0 0 1.00 Period, T 0.15 sec <br />0 0 0 1.00 <br />0 0 0 1.00 <br />Total Weight (lb) 37544 Estimated Total Weight in Longitudinal Direction 37544 <br />Total Base Shear (lb) 5114 Estimated Total Weight in Transverse Direction 37544 <br />Percent difference in estimated weights 0.0% <br />Seismic Line Loads <br />Label Width Level Direction <br />Number of <br />times to <br />include <br />Roof Trib <br />(ft) <br />Floor <br />Trib (ft) <br />Wall Trib <br />Height (ft) <br />Ext Wall <br />Length <br />(ft) <br />Other <br />Weight <br />(lb/ft) <br />Total <br />Weight <br />(lb/ft) <br />Total Force <br />(lb/ft) <br />Redist <br />Factor <br />Revised <br />Force <br />(lb/ft) <br />Force <br />Redist to <br />1 <br />ω1 49.66 Roof TRANS 1 27 4.5 153.25 756 103 1.00 103 NO <br />ω2 27 Roof LONG 1 49.66 4.5 153.25 1391 189 1.00 189 NO <br />ω3 0 0 1.00 0 NO <br />ω4 0 0 1.00 0 NO <br />ω5 0 0 1.00 0 NO <br />ω6 0 0 1.00 0 NO <br />ω7 0 0 1.00 0 NO <br />ω8 0 0 1.00 0 NO <br />ω9 0 0 1.00 0 NO <br />ω10 0 0 1.00 0 NO <br />ω11 0 0 1.00 0 NO <br />ω12 0 0 1.00 0 NO <br />ω13 0 0 1.00 0 NO <br />ω14 0 0 1.00 0 NO <br />ω15 0 0 1.00 0 NO <br />ω16 0 0 1.00 0 NO <br />ω17 0 0 1.00 0 NO <br />ω18 0 0 1.00 0 NO <br />ω19 0 0 1.00 0 NO <br />ω20 0 0 1.00 0 NO <br />Wind Line Loads Surface type 'C' is flat wall and 'D' is sloped roof, 'CP1' and 'CP2' represent parapets on only one side and both sides of the structure, respectively <br />Label <br />Roof <br />Pitch /12 <br />Mean Roof <br />Height (ft) <br />Surface <br />Type 1 <br />Equiv <br />Height <br />Exposed <br />(ft) <br />Surface <br />Type 2 <br />Equiv <br />Height <br />Exposed <br />(ft) <br />Roof <br />Angle (°) <br />Applied <br />Interior <br />Press 1 <br />(psf) <br />Applied <br />Interior <br />Press 2 <br />(psf) <br />Applied <br />End Zone <br />Press 1 <br />(psf) <br />Applied <br />End Zone <br />Press 2 <br />(psf) <br />Height & <br />Exp Coeff, <br />λ <br />Total Int <br />Unif Load <br />(plf) <br />Total End <br />Zone Unif <br />Load (plf) <br />ω1 3 15 C 4.5 D 5 14.0 14.22 0.00 21.34 0.00 1.21 112.00 112.00 <br />ω2 3 15 C 4.5 D 5 14.0 14.22 0.00 21.34 0.00 1.21 112.00 112.00 <br />ω3 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω4 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω5 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω6 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω7 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω8 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω9 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω10 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω11 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω12 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω13 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω14 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω15 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω16 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω17 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω18 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω19 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />ω20 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 <br />Page 16AllX ENG <br />DESIGN & ENGINEERING <br />AllX ENG <br />DESIGN & ENGINEERING