Laserfiche WebLink
Company : NV5 Nov 3, 2023 <br />9:19 AMDesigner : MM <br />Job Number : Charge Ready Program Checked By:_____ <br />Model Name : Pad Foundation <br />Design Strips <br />Label Rebar Angle from P... No. of Design Cuts Design Rule <br />1 DS1 0 50 Typical <br />2 DS2 90 50 Typical <br />Envelope Slab Soil Pressures <br />Label Max UC Max LC Soil Pressure[ksf] Allowable Bearing[ksf] Point <br />1 S1 0.129 22 0.129 1 N4 <br />Strip Reinforcing <br />Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin... <br />1 DS1 0.001 8 0.002 4 #5@12in DS1-X26 0.005 4 DS1-X50 <br />2 DS2 0 N/A 0 1 #5@12in DS2-X26 0 1 DS2-X50 <br />Slab Overturning Safety Factors <br />LC Slab Angle[deg] Mo-xx[k-ft] Ms-xx[k-ft] Mo-zz[k-ft] Ms-zz[k-ft] Ms-xx/Mo-xx Ms-zz/Mo-zz <br />1 18 S1 0 0 0.237 0 0.316 9.99+9.99+ <br />2 19 S1 0 0 0.237 0.02 0.316 9.99+9.99+ <br />3 20 S1 0 0 0.237 0.02 0.316 9.99+9.99+ <br />4 21 S1 0 0.038 0.237 0 0.316 6.172 9.99+ <br />5 22 S1 0 0.038 0.237 0 0.316 6.172 9.99+ <br />6 23 S1 0 0 0.142 0.02 0.19 9.99+9.294 <br />7 24 S1 0 0 0.142 0.02 0.19 9.99+9.294 <br />8 25 S1 0 0.038 0.142 0 0.19 3.703 9.99+ <br />9 26 S1 0 0.038 0.142 0 0.19 3.703 9.99+ <br />10 27 S1 0 0 0.238 0.008 0.317 9.99+9.99+ <br />11 28 S1 0 0 0.238 0.008 0.317 9.99+9.99+ <br />12 29 S1 0 0.013 0.238 0 0.317 9.99+9.99+ <br />13 30 S1 0 0.013 0.238 0 0.317 9.99+9.99+ <br />14 31 S1 0 0.001 0.142 0.009 0.19 9.99+9.99+ <br />15 32 S1 0 0.001 0.142 0.009 0.19 9.99+9.99+ <br />16 33 S1 0 0.014 0.142 0.001 0.19 9.99+9.99+ <br />17 34 S1 0 0.014 0.142 0.001 0.19 9.99+9.99+ <br />Slab Sliding Safety Factors <br />LC Slab Angle[deg] Va-xx[k] Vr-xx[k] Va-zz[k] Vr-zz[k] SR-xx SR-zz <br />1 18 S1 0 0 0.095 0 0.095 9.99+9.99+ <br />2 19 S1 0 0.011 0.095 0 0.095 8.778 9.99+ <br />3 20 S1 0 0.011 0.095 0 0.095 8.778 9.99+ <br />4 21 S1 0 0 0.095 0.018 0.095 9.99+5.267 <br />5 22 S1 0 0 0.095 0.018 0.095 9.99+5.267 <br />6 23 S1 0 0.011 0.057 0 0.057 5.267 9.99+ <br />7 24 S1 0 0.011 0.057 0 0.057 5.267 9.99+ <br />8 25 S1 0 0 0.057 0.018 0.057 9.99+3.16 <br />9 26 S1 0 0 0.057 0.018 0.057 9.99+3.16 <br />10 27 S1 0 0.004 0.095 0 0.095 9.99+9.99+ <br />11 28 S1 0 0.004 0.095 0 0.095 9.99+9.99+ <br />12 29 S1 0 0 0.095 0.004 0.095 9.99+9.99+ <br />13 30 S1 0 0 0.095 0.004 0.095 9.99+9.99+ <br />14 31 S1 0 0.004 0.056 0 0.056 9.99+9.99+ <br />15 32 S1 0 0.004 0.056 0 0.056 9.99+9.99+ <br />16 33 S1 0 0 0.056 0.004 0.056 9.99+9.99+ <br />17 34 S1 0 0 0.056 0.004 0.056 9.99+9.99+ <br />RISAFoundation Version 15.0.1.29 Page 3 [P:\...\...\...\...\Structural\Calculations\100A-SW\100A-SW.fnd] <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024