Laserfiche WebLink
I.F.C. Engineering, Inc.SHEET NO: <br />CONSULTING ENGINEERS JOB NO: <br />STRUCTURAL CALC. BY:J <br />PHONE (818) 814-8268 CHECK BY:J <br />PROJECT:DATE:04/07/23 <br />Soil Engineer: Not Available <br />Report No.:Not Available <br />Story dm (in) wm (in)c (pcf)s (pcf) qall (psf) %d %w qmax (psf) <br />1 24 12 150.0 110.0 1500.0 0.0 0.0 <br />Continuous Footings <br />Raised Floor df (ft) Ft (in)Width (in)qn (psf) qu (psf)Pa (plf) <br />2.0 12.0 12 1500.0 1240.0 1240.0 <br />18 1500.0 1240.0 1860.0 <br />24 1500.0 1240.0 2480.0 <br />1500.0 1240.0 0.0 <br />Slab Floor df (ft) Ft (in)Width (in)qn (psf) qu (psf)Pa (plf) <br />2.0 12.0 12 1500.0 1240.0 1240.0 <br />18 1500.0 1240.0 1860.0 <br />24 1500.0 1240.0 2480.0 <br />1500.0 1240.0 0.0 <br />Square pad footings df (ft) Ft (in) <br />2.0 12.0 <br />Ftg. Size w (ft) Area (ft2)qn (psf)* qu (psf)Pa (kip) As (in) Reinforcing <br />2'-0" SQ. 2.00 4.00 1500.0 1240.0 4.96 0.518 (3) #4 <br />2'-6" SQ. 2.50 6.25 1500.0 1240.0 7.75 0.648 (4) #4 <br />3'-0" SQ. 3.00 9.00 1500.0 1240.0 11.16 0.778 (3) #5 <br />4'-0" SQ. 4.00 16.00 1500.0 1240.0 19.84 1.037 (4) #5 <br />5'-0" SQ. 5.00 25.00 1500.0 1240.0 31.00 1.296 (5) #5 <br />6'-0" SQ. 6.00 36.00 1500.0 1240.0 44.64 1.555 (6) #5 <br />7.00 49.00 1500.0 1240.0 60.76 1.814 (6) #6 <br />*No increase with width <br />Pa = qu*w for continuous footings. <br />Pa = qu*Area for pad footings. <br />dm = minimum depth of footing. <br />wm = minimum width of footing. <br />qall = allowable soil bearing at the minimum depth. <br />%d = % increase in qall due to depth. <br />%w = % increase in qall due to width. <br />qmax = maximum allowable soil bearing from a soils report. <br />df = a distance measured from the bottom of footng to the surface. <br />Ft = footing thickness. <br />w = footing width. <br />Allowable Loads at Footings <br /> max%%1 qwwwdddqqmmfalln <br />tfstcnuFdFqq