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 12 <br />Load Combination (Continued) <br />Label Solve Service Category Factor Category Factor Category Factor <br />14 Seismic -Z Down Yes DL 1.2 ELZ -1 Sds*DL 0.2 <br />15 Seismic +X Up Yes DL 0.9 ELX 1 Sds*DL -0.2 <br />16 Seismic -X Up Yes DL 0.9 ELX -1 Sds*DL -0.2 <br />17 Seismic +Z Up Yes DL 0.9 ELZ 1 Sds*DL -0.2 <br />18 Seismic -Z Up Yes DL 0.9 ELZ -1 Sds*DL -0.2 <br />Slab Soil Pressures <br />LC Label UC Soil Pressure[ksf] Allowable Bearing[ksf] Node <br />1 1 S1 0.236 0.354 1.5 N16 <br />2 2 S1 0.27 0.405 1.5 N16 <br />3 3 S1 0.27 0.405 1.5 N16 <br />4 4 S1 0.27 0.405 1.5 N16 <br />5 5 S1 0.27 0.405 1.5 N16 <br />6 6 S1 0.108 0.162 1.5 N16 <br />7 7 S1 0.108 0.162 1.5 N16 <br />8 8 S1 0.108 0.162 1.5 N16 <br />9 9 S1 0.108 0.162 1.5 N16 <br />Strip Reinforcing <br />Label UC Top LC UC Bot LC Bot Bars/Mid BarsGov Design Cut UC BotUC Shear LC Gov Design Cut UC Shear <br />1 DS1 0.315 11 0.186 11 #3@18in DS1-X19 0.459 11 DS1-X47 <br />2 DS2 0.294 11 0.284 11 #3@18in DS2-X30 0.448 11 DS2-X4 <br />3 DS3 0.294 11 0.284 11 #3@18in DS3-X30 0.448 11 DS3-X4