Laserfiche WebLink
Company : NV5 Nov 3, 2023 <br />9:37 AMDesigner : MM <br />Job Number : Charge Ready Program Checked By:_____ <br />Model Name : Pad Foundation <br />Point Loads and Moments (Cat 19 : WLX) (Continued) <br />Label Direction Magnitude[k,k-ft] <br />5 N19 MZ -0.75 <br />6 N18 MZ -0.36 <br />Point Loads and Moments (Cat 21 : WLZ) <br />Label Direction Magnitude[k,k-ft] <br />1 N17 Z 0.521 <br />2 N19 Z 0.265 <br />3 N18 Z 0.183 <br />4 N17 MX 1.96 <br />5 N19 MX 0.71 <br />6 N18 MX 0.321 <br />Soil Definitions <br />Label Subgrade Modulus[k/ft^3] Allowable Bearing[ksf] Depth Properties Default? <br />1 Default 100 1 None Yes <br />Concrete Properties <br />Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... f'c[ksi] Lambda Flex Steel[...Shear Stee... <br />1 Conc3000NW 3156 1372 0.15 0.6 0.145 3 1 60 60 <br />2 Conc3500NW 3409 1482 0.15 0.6 0.145 3.5 1 60 60 <br />3 Conc4000NW 3644 1584 0.15 0.6 0.145 4 1 60 60 <br />4 Conc3000LW 2085 907 0.15 0.6 0.11 3 0.75 60 60 <br />5 Conc3500LW 2252 979 0.15 0.6 0.11 3.5 0.75 60 60 <br />6 Conc4000LW 2408 1047 0.15 0.6 0.11 4 0.75 60 60 <br />Slabs <br />Label Thickness [in] Material Local Axis Angle...Analysis Offset [i...Passive Pressur...Soil Overburden ...Icr Factor <br />1 S1 8 Conc3000NW 0 0 0 0 0.25 <br />Slab Rebar Parameters <br />Label Top ... Bottom...Max Top B...Min Top Ba...Max Bot Ba...Min Bot Bar S... Spacing Incre... Side Cover[in] Rebar Options <br />1 Typical N/A #5 N/A N/A 12 12 3 3 Mid-Depth Only <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 0.221 27 0.221 1 N34 <br />Strip Reinforcing <br />Label UC Top LC Top Bars Governin... UC Bot LC Bot Bars/...Governin... UC Shear LC Governin... <br />1 DS1 0.056 17 0.108 12 #5@12in DS1-X26 0.051 12 DS1-X37 <br />2 DS2 0.052 15 0.063 10 #5@12in DS2-X14 0.041 10 DS2-X25 <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 45.44 0 38.486 9.99+9.99+ <br />2 19 S1 0 0 45.44 3.354 38.486 9.99+9.99+ <br />3 20 S1 0 0 45.44 3.354 38.862 9.99+9.99+ <br />4 21 S1 0 2.182 47.378 0 38.486 9.99+9.99+ <br />5 22 S1 0 2.182 45.44 0 38.486 9.99+9.99+ <br />6 23 S1 0 0 27.264 3.354 23.092 9.99+6.886 <br />RISAFoundation Version 15.0.1.29 Page 3 [P:\...\...\...\...\Structural\Calculations\EV-SWBD\EV-SWBD.fnd] <br />909 N Grand Ave - <br />101116238 & 201806132/15/2024