Laserfiche WebLink
Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br /><Licensed Company> <br />MattB <br />Title <br />Checked By : __________ <br />10/30/2025 <br />7:59:21 AM <br />RISAFoundation Version 17 [ 2025-1305 Model.r3d ] Page 11 <br />Concrete Properties <br />Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [k/ft³] f'c [ksi]Lambda Flex Steel [ksi] Shear Steel [ksi] <br />1 Conc2500NW 0.15 0.6 0.145 2.5 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 />Design Rules - Mat Slab <br />Label Max Bending ChkMax Shear ChkTop BarBottom BarMin Top Bar Spacing [in] Max Top Bar Spacing [in] Min Bot Bar Spacing [in] Max Bot Bar Spacing [in] Spacing Increment [in]Top Cover [in]Bottom Cover [in]Side Cover [in]Rebar Options <br />1 Typical 1 1 N/A #3 N/A N/A 18 18 1 1.5 1.5 0 Mid-Depth Only <br />Slab <br />Label Thickness [in] Material Local Axis Angle [deg]Analysis Offset [in]Passive Pressure [ksf] Soil Overburden [ksf] Icr Factor <br />1 S1 4 Conc2500NW 0 0 0 0 0.25 <br />Soil Definitions <br />Label Layers Subgrade Modulus [k/ft³] Allowable Bearing [ksf] Default <br />1 Default Single 100 1.5 Yes <br />Design Strips <br />Label Rebar Angle from Plan Horizontal (deg) No. of Design Cuts Design Rule <br />1 DS1 0 50 Typical <br />2 DS2 90 50 Typical <br />3 DS3 90 50 Typical <br />Load Category <br />Category Node Loads <br />1 DL 32 <br />2 ELX 18 <br />3 ELZ 26 <br />Load Combination <br />Label Solve Service Category Factor Category Factor Category Factor <br />1 Dead Yes Yes DL 1 <br />2 Seismic +X Down Yes Yes DL 1 ELX 0.7 Sds*DL 0.14 <br />3 Seismic -X Down Yes Yes DL 1 ELX -0.7 Sds*DL 0.14 <br />4 Seismic +Z Down Yes Yes DL 1 ELZ 0.7 Sds*DL 0.14 <br />5 Seismic -Z Down Yes Yes DL 1 ELZ -0.7 Sds*DL 0.14 <br />6 Seismic +X Up Yes Yes DL 0.6 ELX 0.7 Sds*DL -0.14 <br />7 Seismic -X Up Yes Yes DL 0.6 ELX -0.7 Sds*DL -0.14 <br />8 Seismic +Z Up Yes Yes DL 0.6 ELZ 0.7 Sds*DL -0.14 <br />9 Seismic -Z Up Yes Yes DL 0.6 ELZ -0.7 Sds*DL -0.14 <br />10 Dead Yes DL 1.4 <br />11 Seismic +X Down Yes DL 1.2 ELX 1 Sds*DL 0.2 <br />12 Seismic -X Down Yes DL 1.2 ELX -1 Sds*DL 0.2 <br />13 Seismic +Z Down Yes DL 1.2 ELZ 1 Sds*DL 0.2