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V N G1 f111 E U."'. 111N G <br />Project: Continuous Strip Fooling <br />18" wide x 8" thick <br />Footing width, 8 = 18 in <br />Footing Thickness, 1 = 8 in <br />Stem Wall width, C = 8 in <br />Stem Wall Height = 24 in <br />19011 \\/ood-Sno Road ICE, Suite 100 <br />Woodinville, VIA 98072-4436 <br />Phone:425-814-8448 <br />Fax:425-821-2120 <br />IBC Section 13.3.2: One-way shallow foundations <br />Normalweight <br />f , = 2500 psi <br />Uncoated <br />fy = 40000 $i <br />Longintudinal Reinforcement: <br />(2) r,114 <br />' v <br />Bar Diameter = <br />0.560 in <br />Bar Area = <br />0.20 In <br />As = <br />0.40 In2 <br />Cover: 3 in <br />Stem Wall Reinforcement: <br />ti4 • I c(7i 24 "or Straight Dowels <br />Bar Diameter = <br />0.500 in <br />Bar Area = <br />0.20 in <br />A, = <br />0.00 in' <br />Cover: 3 in <br />btiv = <br />12 in (per ft) <br />d = <br />4.75 in <br />Footing + Stem Wall Weight - <br />Weight of Displaced Soil = <br />240 pit <br />One-way shear, no shear reinforcement: <br />[22.5.5.11 Ve = 2A1 fc b,,d = 5700 # per foot length <br />[22.5.10.11 V, < OVc <br />(B —C— 1 0V, <br />V1 = qubw 2 d) __' qu — B — C <br />qu = 51300 psf bw t 2 — d} <br />Max Uniform Load on Stem = 76950 pif [Ultimate] <br />48094 pit (Service[ <br />Moment: <br />[22.2.1.11 M„ = As fy(d — a/2) = 0.000 k-ft per foot length <br />Strip footing <br />V <br />.P= <br />95= <br />Mu <— omn 2 As fy <br />B—Ca= — <br />qubw { 2 ) 2(PMn 0.85f,'b — <br />141u bjv (B 2 C)2 <br />qee = NO MOMENT <br />Max Uniform Load on Stem = 12000 plf [Ultimate( <br />7500 pit (Service) <br />Development of Reinforcement: <br />[25.4.2.3] !d =f 3 f �40 t" <br />= <br />NIA <br />jgt�rdb <br />tK <br />Allowable Soil Bearing Pressure <br />1500 psf <br />2000 psf <br />Max Uniform Load, Soil <br />2010 plf <br />2760 pif <br />Max Uniform Load, Shear <br />48094 plf <br />48094 pif <br />Max Uniform Load, Moment <br />7500 plf <br />7500 pif <br />Max Uniform Load (Service) <br />2010 pif <br />2760 plf <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 />26728 # <br />35328 # <br />OK <br />2500 psf <br />3000 psi <br />3510 pif <br />4260 pif <br />48094 plf <br />48094 pit <br />7500 plf <br />7500 pit <br />3510 plf <br />4260 pit <br />5616 plf <br />6816 pif <br />28080 # 34080 # <br />44928 # 54628 # <br />0.75 <br />0.90 <br />0.00 in <br />3500 psf <br />4000 psf <br />5010 pit <br />5760 pif <br />48094 pit <br />48094 pit <br />7500 pit <br />7500 pit <br />5010 pif <br />5760 pif <br />8016 pit <br />9216 pif <br />40080 # 46080 # <br />64128 # 73728 # <br />Date: 3/I9/2018 <br />Page: M2.1 <br />