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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />Epiq Engineering, LLC <br />Jack Wilson, PE <br />MS Conveyor w/ Drive <br />Checked By : Jordan Tlu… <br />7/9/2024 <br />11:30:36 AM <br />RISA-3D Version 22 [ Conveyor MS Supports.r3d ] Page 4 <br />Load Combinations (Continued) <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />8 (1.2 + 0.2SDS)D - pEy + 1.0L Yes Y DL 1.404 ELY -1 LL 1 <br />9 (0.9 - 0.2SDS)D + pEx Yes Y DL 0.696 ELX 1 <br />10 (0.9 - 0.2SDS)D + pEy Yes Y DL 0.696 ELY 1 <br />11 (0.9 - 0.2SDS)D - pEx Yes Y DL 0.696 ELX -1 <br />12 (0.9 - 0.2SDS)D - pEy Yes Y DL 0.696 ELY -1 <br />13 (1.2 + 0.2SDS)D + OEx + 1.0L Yes Y DL 1.404 ELX 2 LL 1 <br />14 (1.2 + 0.2SDS)D + OEy + 1.0L Yes Y DL 1.404 ELY 2 LL 1 <br />15 (1.2 + 0.2SDS)D - OEx + 1.0L Yes Y DL 1.404 ELX -2 LL 1 <br />16 (1.2 + 0.2SDS)D - OEy + 1.0L Yes Y DL 1.404 ELY -2 LL 1 <br />17 (0.9 - 0.2SDS)D + OEx Yes Y DL 0.696 ELX 2 <br />18 (0.9 - 0.2SDS)D + OEy Yes Y DL 0.696 ELY 2 <br />19 (0.9 - 0.2SDS)D - OEx Yes Y DL 0.696 ELX -2 <br />20 (0.9 - 0.2SDS)D - OEy Yes Y DL 0.696 ELY -2 <br />Load Combination Design <br />Description Service Hot Rolled Cold Formed Wood Concrete Masonry Aluminum Stainless Connection <br />1 L Yes Yes Yes Yes <br />2 D + L Yes Yes Yes Yes <br />3 1.4D Yes Yes Yes <br />4 1.2D + 1.6L Yes Yes Yes <br />5 (1.2 + 0.2SDS)D + pEx + 1.0L Yes Yes Yes <br />6 (1.2 + 0.2SDS)D + pEy + 1.0L Yes Yes Yes <br />7 (1.2 + 0.2SDS)D - pEx + 1.0L Yes Yes Yes <br />8 (1.2 + 0.2SDS)D - pEy + 1.0L Yes Yes Yes <br />9 (0.9 - 0.2SDS)D + pEx Yes Yes Yes <br />10 (0.9 - 0.2SDS)D + pEy Yes Yes Yes <br />11 (0.9 - 0.2SDS)D - pEx Yes Yes Yes <br />12 (0.9 - 0.2SDS)D - pEy Yes Yes Yes <br />13 (1.2 + 0.2SDS)D + OEx + 1.0L <br />14 (1.2 + 0.2SDS)D + OEy + 1.0L <br />15 (1.2 + 0.2SDS)D - OEx + 1.0L <br />16 (1.2 + 0.2SDS)D - OEy + 1.0L <br />17 (0.9 - 0.2SDS)D + OEx <br />18 (0.9 - 0.2SDS)D + OEy <br />19 (0.9 - 0.2SDS)D - OEx <br />20 (0.9 - 0.2SDS)D - OEy <br />Envelope AISC 15TH (360-16): LRFD Member Steel Code Checks <br />No Data to Print... <br />Envelope AISI S100-16: LRFD Member Cold Formed Steel Code Checks <br />Member Shape Code CheckLoc[in]LCShear Check Loc[in]DirLCphi*Pn[lb] phi*Tn[lb] phi*Mnyy[lb-ft] phi*Mnzz[lb-ft] phi*Vny[lb] phi*Vnz[lb]Cb Eqn <br />1 M1 HYTROLMSSUPPORT 0.333 12.75 8 0.016 0 z 8 10305.708 17322.852 286.782 1289.148 4999.09 4876.12 1.662 H1.2-1 <br />2 M2 HYTROLMSSUPPORT 0.333 12.75 6 0.016 0 z 6 10305.708 17322.852 286.782 1289.148 4999.09 4876.12 1.662 H1.2-1 <br />3 M8 HYTROLMSSUPPORT 0.374 12.75 8 0.016 0 z 8 10305.708 17322.852 286.782 1288.523 4999.09 4876.12 1.656 H1.2-1 <br />4 M9 HYTROLMSSUPPORT 0.374 12.75 6 0.016 0 z 6 10305.708 17322.852 286.782 1288.523 4999.09 4876.12 1.656 H1.2-1 <br />5 M15 HYTROLMSSUPPORT 0.374 12.75 8 0.016 0 z 8 10305.708 17322.852 286.782 1288.523 4999.09 4876.12 1.656 H1.2-1 <br />6 M16 HYTROLMSSUPPORT 0.374 12.75 6 0.016 0 z 6 10305.708 17322.852 286.782 1288.523 4999.09 4876.12 1.656 H1.2-1 <br />7 M22 HYTROLMSSUPPORT 0.333 12.75 8 0.016 0 z 8 10305.708 17322.852 286.782 1289.148 4999.09 4876.12 1.662 H1.2-1 <br />8 M23 HYTROLMSSUPPORT 0.333 12.75 6 0.016 0 z 6 10305.708 17322.852 286.782 1289.148 4999.09 4876.12 1.662 H1.2-1 <br />9 M9A HYTROLMSBRACE 0.381 0 8 0.02 0 z 8 12695.134 16740.346 294.726 1191.917 4507.209 4999.09 1 H2-1 <br />10 M10 HYTROLMSBRACE 0.278 27 6 0.015 27 z 6 12695.134 16740.346 294.726 1191.917 4507.209 4999.09 1 H2-1 <br />11 M11 HYTROLMSBRACE 0.208 27 6 0.011 27 z 6 12695.134 16740.346 294.726 1191.917 4507.209 4999.09 1 H2-1