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19011 Wood-Sno Road NE, Suite 100 <br />BYE <br />Woodinville, WA 98072-4436 <br />Phone: 425-814-8448 <br />4;. N G7..N EE RI IN Fax: 425-821-2120 <br />Project: Continuous Strip Footing IBC Section 13.3.2: One-way shallow foundations <br />18' wide x K tMck <br />Footing width, 8 = <br />Footing Thickness, t = <br />Stem Wall width, C = <br />Stem Wall Height = <br />Normalwei,gt +;j f� _ <br />Uncoated V: fy = <br />Longintudinal Reinforcement: <br />18 in <br />8 in <br />8 in <br />24 in <br />2500 psi <br />40000 psi <br />(2) #4 -..V; <br />Bar Diameter= 0.500 in <br />Bar Area = 0.20 in2 <br />A, = 0.40 m2 <br />Strip footing <br />Cover: 3 in <br />Stem Wall Reinforcement: #4 @ 24 "oc Straight Dowels �I <br />Bar Diameter = 0.500 in <br />Bar Area = 0.20 in <br />A, = 0.00 in <br />Cover: 3 in <br />b,, = 12 in (per it) <br />d = 4.75 in <br />Footing + Stem Wall Weight - Weight of Displaced Soil = 240 pit <br />One-way shear, no shear reinforcement: <br />[22.5.5.11 Vc = 2d fr'bN,d = 5700 # per foot length _ <br />[22.5.10.11 Vu < OVc <br />\B—C— 1 Oyc <br />Vu=4ubw 2 d 9u= B_C <br />9u = 51300 psf bw ( 2 — d) <br />Max Uniform Load on Stem = 76950 pif [Ultimate] <br />48094 pit [Service] <br />Moment: <br />[22.2.1.11 Mn = Asfy(d — a/2) _ <br />Mu 5 (PMu <br />Z <br />9ubw l 2 1 <br />Mu = 2 <br />9u = <br />Max Uniform Load on Stem = <br />0.000 k-ft per foot length rb = <br />0.75 <br />Me <br />_ Asfy — 0.00 in <br />2(PMu Q 0.85f,b — <br />qu= (B—C 2 <br />bwl 2 <br />NO MOMENT <br />12000 pit [Ultimate] <br />7500 pit [Service] <br />Development of Reinforcement: <br />[25.4.2.31 Id = s fr WrJrK�Us <br />db = <br />N/A <br />40 <br />fc b m <br />db <br />Allowable Soil Bearing Pressure <br />1500 psf <br />2000 psf <br />Max Uniform Load, Soil <br />2010 pif <br />2760 pif <br />Max Uniform Load, Shear <br />48094 pit <br />48094 pit <br />Max Uniform Load, Moment <br />7500 pif <br />7500 pif <br />Max Uniform Load (Service) <br />2010 plf <br />2760 pif <br />Max Uniform Load (Ultimate) <br />3216 pif <br />4416 plf <br />Max Point Load (Service) <br />16080 # <br />22080 # <br />Max Point Load (Ultimate) <br />25728 # <br />35328 # <br />M <br />2500 psf 3000 psf 3500 psf 4000 psf <br />3510 pif 4260 plf 5010 pif 5760 pif <br />48094 pit 48094 pif 48094 pit 48094 pif <br />7500 pif 7500 pit 7500 pif 7500 pif <br />3510 plf 4260 pif 5010 pit 6760 pif <br />5616 pit 6816 pif 8016 pif 9216 pif <br />28080 # 34080 # 40080 # 46080 # <br />44928 # 54528 # 64128 # 73728 # <br />Date: 3 / 19 / 2018 <br />Page: M2.1 <br />