928 HOYT AVE 2025-04-15 - Laserfiche WebLink

Page 9 of 12 • Com pany : July 14, 2022 II RISDesignerA JobNumber 12 k C C heckeed By. Model Name : Combinations Label Sd...Cat...Fac..Cat... Fac..Cat... Fac..Cat...Fac..Cat... Fact.Cat... Fact...Cat... Fact...Cat... Fact...Cat... Fact...Cat...Fact.. 1 Service ...Yes DL 1 2 Service...Yes DL 1 LL 1 3 Service ...Yes DL 1 SL 1 4 Service ...Yes DL 1 LL 0.75 SL 0.75 Beam Code Summary for Wood: FOUNDATION Label Size E>plicit Material Bending ... Loc[ft] LC Defl Check Loc[ft] Cat Shear Ch...Loc[ft] LC No Data to Print... Beam Code Summary for Wood: BASEMENT ---------- - Label Size Explicit Material Bending._ Loc[ft] LC Defl Chedk Loc[ft] Cat Shear Ch...Loc[ft] LC No Data to Print... Beam Code Summary for Wood:MAIN FLOOR Label Size Explicit Malarial Bending ... Loc[ft] LC Defl Check Loc[ft] Cat Shear Ch...Loc[ftj__ LC 1 B1 3.5X9FS No 24F-1.8... 0.919 3.271 2 0.691 3.271 LL 0.948 0 2 2 B3 4X10 No DF#2 0.753 2.337 2 0.202 2.337 LL 0.742 4.674 2 3 B4 5.5X9FS Yes 24F-1.8... 0.506 1.581 2 0.168 1.581 LL 0.572 0 2 4 EX B5 Not Designed No RIGID No Calc 0 0 N/A No Calc 5 EX B6 Not Designed No RIGID No Calc 0 0 N/A No Calc 6 H7 4X8 No DF#2 0.801 1.375 4 0.17 1.406 DL+LL 0.785 0 4 7 H8 4X8 No DF#2 0.618 2 4 0.146 1.5 DL+LL 0.665 3 4 8 H9 4X8 No DF#2 0.345 1.5 4 0.086 1.5 DL+LL 0.451 3 4 9 H10 4X8 No DF#2 0.371 1.5 2 0.092 1.5 LL 0.485 3 2 10 EX J12 Not Designed No RIGID No Calc 0 0 N/A No Calc 11 EX J13 Not Designed No RIGID No Calc 0 0 N/A No Calc Beam Code Summary for Wood:ATTIC Label Size Explicit Material Bending ... Loc[ft] LC Defl Check Loc[ft] Cat Shear Ch...Loc[ft] LC 1 EX H1 Not Designed No RIGID No Calc 0 0 N/A No Calc 2 EX H2 Not Designed No RIGID No Calc 0 0 N/A No Calc 3 EX H3 Not Designed No RIGID No Calc 0 0 N/A No Calc 4 EX H4 Not Designed No _ RIGID No Calc 0 0 N/A No Calc 5 EX H5 Not Designed No RIGID No Calc 0 0 N/A No Calc Beam Code Summary for Wood: ROOF Label Size Explicit Material Bending ... Loc[ft] LC Defl Check Loc[ft] Cat Shear Ch...Loc[ftl LC No Data to Print... Wood Column Code Checks Stack Lift Shape Code C...Elev[ft] LC Shear C...Elev[ftl Dir LC Fc'[ksi] Ft'[ksi] Fb1'[ksi]Fb2[ksi] Fd[ksi] Eqn 1 P1 1 3-2X4 0.77 10 2 0 10 z 4 0.404 0.44 0.742 0.743 0.15 3.6.3 2 P2 1 3-2X4 0.464 10 4 0 10 z 4 0.416 0.506 0.853 0.854 0.173 3.6.3 3 P3 1 4-2X4 0.827 _ 10 4 0 10 z 4 0.416 0.506 0.853 0.854 0.173 3.6.3 4 P4 1 3-2X4 0.76 10 2 0 10 z 4 0.404 0.44 0.742 0.743 0.15 3.6.3 5 P5 1 4x5 0.721 10 2 0 10 z 4 0.838 0.805 1.256 1.26 0.18 3.6.3 6 P6 1 4x4 0.762 10 2 0 10 z 4 0.572 0.863 1.35 1.35 0.18 3.6.3 7 98 1 3-2X4 0.773 10 2 0 10 z 4 0.404 0.44 0.742 0.743 0.15 3.6.3 RISAFloor Version 16.0.2.8 [C:\...\...\...\...\2200\22036 Wallace Bsmt LCI\CALCS\WALLACE.rfl] Page 3