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BCReport20230724_0912274NEWSOOmeW Double 1-3/4" x 7-1/4" VERSA -LAM® LVL 2.1E 3100 SP EHDixEE+Eo'kOD9 PRp0uC15 3rd Floor Deck - 2nd Floor Walls\Dropped Beams\BM1-2(1149) (Dropped Beam) BC Design Engine Member Report Dry 1 1 span I No cant. Build 8420 Job name: 31Carorlyn St File name: Address: Description: City, State, Zip: Northampton , Ma Specifier: Customer: Designer: Code reports: ESR-1040 Company: B1 PASSED July 24, 2023 09:12:25 31 Carolyn St.mmdl 3rd Floor Deck - 2nd Fl... opped Beams\BM1-2(i149) rk Miles ................................. ;j 03-01-00 Total Horizontal Product Length = 03-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 452 / 0 1351 / 0 836 / 54 B2, 3-1/2" 452 / 0 1350 / 0 836 / 53 132 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 03-01-00 Top 7 00-00-00 1 C2(i151) Conc. Pt. (Ibs) L 01-06-08 01-06-08 Top 881 2701 1672 n\a 2 C2(i151) Conc. Pt. (Ibs) L 01-06-08 01-06-08 Top -107 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 2357 ft-Ibs 25.0% 115% 3 01-06-08 End Shear 1796 Ibs 32.4% 115% 3 00-10-12 Total Load Deflection L/999 (0.02") n\a n\a 3 01-06-08 Live Load Deflection L/999 (0.015") n\a n\a 6 01-06-08 Max Defl. 0.02" n\a n\a 3 01-06-08 Span / Depth 4.3 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 3-1/2" x 3-1/2" 1803 Ibs 2.1% 19.6% Unspecified B2 Wall/Plate 3-1/2" x 3-1/2" 1802 Ibs 2.1% 19.6% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design based on Dry Service Condition. BC CALL® analysis is based on IBC 2009. Calculations assume unbraced length of Top: 03-01-00, Bottom: 03-01-00. Connection Diagram: Full Length of Member It1b--*- Page 1 of 7