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PROJECT : PAGE : <br />CLIENT : DESIGN BY : JOB NO. : DATE : REVIEW BY : <br />INPUT DATA & DESIGN SUMMARY <br />SPECIAL INSPECTION ( 0=NO, 1=YES )1 Yes <br />TYPE OF MASONRY ( 1=CMU, 2=BRICK )1 CMU <br />CONCRETE STRENGTH Causion, 2021 IBC 1808.8.1 <br />PASSIVE SOIL PRESSURE <br />ALLOW SOIL PRESSURE a <br />FRICTION COEFFICIENT µ=0.35 <br />SOIL SPECIFIC WEIGHT γs =110 pcf <br />SOIL OVER p <br />WALL LATERAL FORCE, ASD <br />HEIGHT OF STEM H =6.66667 ft <br />THICKNESS OF WALL t =8 in <br />FOOTING WIDTH L =2.5 ft <br />FOOTING THICKNESS f <br />[THE WALL DESIGN IS ADEQUATE.] <br />ANALYSIS <br />SERVICE LOADS <br />HLat Lat <br />p p p f <br />wγ m <br />γc =0.56 kips / ft <br />Ws = hp (L - t) γs 0.13 kips / ft <br />FACTORED LOADS <br />γHLat Lat <br />γHp p <br />γW w w <br />γW f f <br />γW s s <br />OVERTURNING MOMENT <br />H γH y H y <br />Lat 4.8333333 <br />Σ 0.14 0.22 0.68 <br />RESISTING MOMENT <br />W x W x γW x <br />s OVERTURNING FACTOR OF SAFETY <br />f <br />w >1.5 <br />Σ 1.27 1.59 1.91 [Satisfactory] <br />CHECK SOIL BEARING CAPACITY (ACI 318 13.3.1.1) <br />=0.53 ft <L / 3 <br /><Q a [Satisfactory] <br /> <br />Free Standing Masonry Wall Design Based on TMS 402-16/13 & ACI 318-19 <br /> <br />γH y <br />γW <br />0.16 <br />WxSFHy <br />Σ= =Σ <br />2 <br />L Wx HyeW <br />Σ −Σ= −Σ <br />61 <br />,6 <br />2 ,3 (0.5 ) 6 <br />MAX <br />eW LLfor eqBL <br />W Lfor eB L e <br /> Σ +  ≤=Σ >− <br />F-3