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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 />Poly-Tier Conveyor w/ Drive <br />Checked By : Jordan Tlu… <br />7/9/2024 <br />11:50:42 AM <br />RISA-3D Version 22 [ Conveyor Poly-Tier Supports.r3d ] Page 4 <br />Load Combinations <br />Description Solve P-Delta BLC Factor BLC Factor BLC Factor <br />1 L Yes Y LL 1 <br />2 D + L Yes Y DL 1 LL 1 <br />3 1.4D Yes Y DL 1.4 <br />4 1.2D + 1.6L Yes Y DL 1.2 LL 1.6 <br />5 (1.2 + 0.2SDS)D + pEx + 1.0L Yes Y DL 1.404 ELX 1 LL 1 <br />6 (1.2 + 0.2SDS)D + pEy + 1.0L Yes Y DL 1.404 ELY 1 LL 1 <br />7 (1.2 + 0.2SDS)D - pEx + 1.0L Yes Y DL 1.404 ELX -1 LL 1 <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 />Member Shape Code CheckLoc[in]LCShear CheckLoc[in]LCphi*Pnc [lb]phi*Pnt [lb]phi*Mn y-y [lb-ft]phi*Mn z-z [lb-ft]Cb Eqn <br />1 M17 Hytrol Poly-Tier Brace 0.108 0 8 0.015 0 8 26303.69 29485.096 1383.845 1383.845 1 H1-1b <br />2 M18 Hytrol Poly-Tier Brace 0.108 0 8 0.015 27 6 26303.69 29485.096 1383.845 1383.845 1 H1-1b <br />3 M19 Hytrol Poly-Tier Brace 0.108 0 8 0.015 27 6 26303.69 29485.096 1383.845 1383.845 1 H1-1b <br />4 M20 Hytrol Poly-Tier Brace 0.108 27 6 0.015 0 8 26303.69 29485.096 1383.845 1383.845 1 H1-1b <br />5 M21 Hytrol Poly-Tier Brace 0.034 0 8 0.005 0 8 26303.69 29485.096 1383.845 1383.845 1 H1-1b <br />6 M22A Hytrol Poly-Tier Brace 0.034 27 6 0.005 27 6 26303.69 29485.096 1383.845 1383.845 1 H1-1b