Loading...
Cummings beams.mmdl©Boise Cascade Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS 1st Floor Deck - Basement Walls\Dropped Beams\DB1-3(1698) (Dropped Beam) BC Design Engine Member Report Dry 14 spans I No cant. March 17, 2023 13:53:19 Build 8420 Job name: File name: Cummings.mmdl Address: Description: 1st Floor Deck - Baseme... pped Beams\DB1-3(i698) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade U a s 1 1 1 1 IF IF 1 1 2 9 V V V V1 1 3 1 1 1 0 09-09-12 09-09-12 09-09-12 09-04-04 B1 B2 B3 64 B5 Total Horizontal Product Length = 38-09-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 10" 2936 / 365 1021 / 0 B2, 8" 7469 / 0 2842 / 0 B3, 8" 6437 / 0 2381 / 0 B4, 8" 5189 / 0 1953 / 0 B5, 4-1/2" 1633 / 315 544 / 0 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 38-09-08 Top 14 00-00-00 1 Smoothed Load Unf. Lin. (lb/ft) L 02-03-08 12-10-00 Top 671 252 n\a 2 Smoothed Load Unf. Lin. (lb/ft) L 15-06-00 20-10-00 Top 515 193 n\a 3 Smoothed Load Unf. Lin. (lb/ft) L 27-07-08 38-03-08 Top 412 154 n\a 4 J18(i1003) Conc. Pt. (Ibs) L 00-06-08 00-06-08 Top 371 139 n\a 5 - Conc. Pt. (Ibs) L 01-06-12 01-06-12 Top 831 312 n\a 6 - Conc. Pt. (Ibs) L 13-06-14 13-06-14 Top 771 289 n\a 7 FB2-3(i702) Conc. Pt. (Ibs) L 14-01-04 14-01-04 Top 552 315 n\a 8 J18(i972) Conc. Pt. (Ibs) L 14-11-08 14-11-08 Top 447 168 n\a 9 - Conc. Pt. (Ibs) L 21-06-15 21-06-15 Top 708 266 n\a 10 - Conc. Pt. (Ibs) L 23-01-02 23-01-02 Top 1143 535 n\a 11 - Conc. Pt. (Ibs) L 24-02-13 24-02-13 Top 891 334 n\a 12 J18(i1063) Conc. Pt. (Ibs) L 25-07-08 25-07-08 Top 456 171 n\a 13 J18(i1032) Conc. Pt. (Ibs) L 26-11-08 26-11-08 Top 435 163 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 7066 ft-Ibs 33.7% 100% 2 04-03-08 Neg. Moment -8905 ft-Ibs 47.8% 100% 4 09-09-12 End Shear 3317 Ibs 35.0% 100% 2 01-07-08 Cont. Shear 4630 Ibs 48.9% 100% 4 10-11-04 Total Load Deflection L/780 (0.139") 30.8% n\a 2 05-00-09 Live Load Deflection L/999 (0.11 ") n\a n\a 8 05-02-06 Total Neg. Defl. L/999 (-0.042") n\a n\a 2 14-10-00 Max Defl. 0.139" 22.3% n\a 2 05-00-09 Span / Depth 11.4 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 10" x 5-1/4" 3957 Ibs 7.5% 10.0% Unspecified B2 Column 8" x 5-1/4" 10311 Ibs 24.6% 32.7% Unspecified B3 Column 8" x 5-1/4" 8819 Ibs 21.0% 28.0% Unspecified B4 Column 8" x 5-1/4" 7142 Ibs 17.0% 22.7% Unspecified B5 Wall/Plate 4-1/2" x 5-1/4" 2178 Ibs 9.2% 12.3% Unspecified Page 1 of 6 ©Boise Cascade Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS 1st Floor Deck - Basement Walls\Dropped Beams\DB1-3(1698) (Dropped Beam) BC Design Engine Member Report Dry 14 spans I No cant. March 17, 2023 13:53:19 Build 8420 Job name: File name: Cummings.mmdl Address: Description: 1st Floor Deck - Baseme... pped Beams\DB1-3(i698) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.625") Maximum Total load deflection criteria. Design meets arbitrary (0.625") Maximum live load deflection criteria. Design based on Dry Service Condition. BC CALC® analysis is based on IBC 2015. Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 09-01-12. Connection Diagram: Full Length of Member a a � o c e o a o a minimum = 2" c = 4-1/2" b minimum = 3" d = 24" e minimum = 3" Calculated Side Load = 0.0 Ib/ft Nailing applies to both sides of the member Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD TM, BCIV , BOISE GLULAMTM, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 2 of 6 4N Boise OmeW Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP RASSED EHDixEE+Eo'kOD9 PRp0uC15 1st Floor Deck - Basement Walls\Dropped Beams\DB2-3(1700) (Dropped Beam) BC Design Engine Member Report Dry 13 spans I No cant. March 17, 2023 13:53:19 Build 8420 Job name: File name: Cummings.mmdl Address: Description: 1st Floor Deck - Baseme... pped Beams\DB2-3(i700) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade 07-07-00 09-08-08 10-03-08 B1 62 B3 134 Total Horizontal Product Length = 27-07-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 10" 2494 / 519 790 / 0 B2, 8" 6340 / 645 2258 / 0 B3, 8" 7392 / 258 2859 / 0 B4, 10" 2498 / 378 906 / 0 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 27-07-00 Top 14 00-00-00 1 Smoothed Load Unf. Lin. (lb/ft) L 01-05-00 22-07-08 Top 650 244 n\a 2 - Conc. Pt. (Ibs) L 00-08-04 00-08-04 Top 773 290 n\a 3 - Conc. Pt. (Ibs) L 23-04-05 23-04-05 Top 837 314 n\a 4 - Conc. Pt. (Ibs) L 24-07-00 24-07-00 Top 1058 426 n\a 5 - Conc. Pt. (Ibs) L 24-07-00 24-07-00 Top -99 n\a 6 J18(i918) Conc. Pt. (Ibs) L 26-01-00 26-01-00 Top 461 173 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 7686 ft-Ibs 36.7% 100% 3 23-03-08 Neg. Moment -9335 ft-Ibs 52.0% 100% 6 17-03-08 End Shear 3281 Ibs 34.6% 100% 3 25-11-08 Cont. Shear 4659 Ibs 49.2% 100% 6 18-05-00 Total Load Deflection L/688 (0.166") 34.9% n\a 3 22-02-13 Live Load Deflection L/889 (0.129") 40.5% n\a 11 22-02-13 Total Neg. Defl. L/999 (-0.035") n\a n\a 3 13-09-11 Max Defl. 0.166" 26.6% n\a 3 22-02-13 Span / Depth 12.0 % Allow % Allow Bearing Supports Dim. (LxW) Value Support Member Material B1 Wall/Plate 10" x 5-1/4" 3284 Ibs 6.3% 8.3% Unspecified B2 Column 8" x 5-1/4" 8598 Ibs 20.5% 27.3% Unspecified B3 Column 8" x 5-1/4" 10251 Ibs 24.4% 32.5% Unspecified B4 Wall/Plate 10" x 5-1/4" 3405lbs 6.5% 8.6% Unspecified Page 3 of 6 ©EBoiseCDascadoDUCTs Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED 1st Floor Deck - Basement Walls\Dropped Beams\DB2-3(1700) (Dropped Beam) BC Design Engine Member Report Dry 13 spans I No cant. March 17, 2023 13:53:19 Build 8420 Job name: File name: Cummings.mmdl Address: Description: 1st Floor Deck - Baseme... pped Beams\DB2-3(i700) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.625") Maximum Total load deflection criteria. Design meets arbitrary (0.625") Maximum live load deflection criteria. Design based on Dry Service Condition. BC CALC® analysis is based on IBC 2015. Calculation based on user input of unbraced length of Top: 00-00-00 and Bottom: 09-01-08. Connection Diagram: Full Length of Member a a � o c e o a o a minimum = 2" c = 4-1/2" b minimum = 3" d = 24" e minimum = 3" Calculated Side Load = 0.0 Ib/ft Nailing applies to both sides of the member Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD TM, BCIV , BOISE GLULAMTM, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 4 of 6 ©EBoise CDaso Dd PRO Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED 1st Floor Deck - Basement Walls\Dropped Beams\DB3-3(i697) (Dropped Beam) BC Design Engine Member Report Dry 12 spans I No cant. March 17, 2023 13:53:19 Build 8420 Job name: File name: Cummings.mmdl Address: Description: 1st Floor Deck - Baseme... pped Beams\DB3-3(i697) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade 1 1 1 1 1 1 1 1 0l 1 1 1 1 1 1 1 1 1 09-07-08 10-01-00 131 B2 B3 Total Horizontal Product Length = 19-08-08 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 4-1/2" 2515 / 377 858 / 0 B2, 8" 7564 / 0 3003 / 0 B3, 10" 3113 / 358 1095 / 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Stan. End Loc. 100% 90% 115% 160% 125% 0 Self -Weight Unf. Lin. (lb/ft) L 00-00-00 19-08-08 Top 14 00-00-00 1 Smoothed Load Unf. Lin. (lb/ft) L 00-02-08 04-01-00 Top 593 223 n\a 2 Smoothed Load Unf. Lin. (lb/ft) L 06-09-00 18-10-08 Top 658 246 n\a 3 - Conc. Pt. (Ibs) L 04-11-04 04-11-04 Top 871 327 n\a 4 - Conc. Pt. (Ibs) L 06-01-12 06-01-12 Top 842 316 n\a 5 J18(i972) Conc. Pt. (Ibs) L 19-05-00 19-05-00 Top 447 168 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 7258 ft-Ibs 35.0% 100% 3 15-05-00 Neg. Moment -9560 ft-Ibs 80.8% 100% 1 09-07-08 End Shear 3439 Ibs 36.3% 100% 3 18-01-00 Cont. Shear 4599 Ibs 48.5% 100% 1 08-06-00 Total Load Deflection L/748 (0.149") 32.1 % n\a 3 14-06-02 Live Load Deflection L/999 (0.118") n\a n\a 6 14-06-02 Total Neg. Defl. L/999 (-0.022") n\a n\a 3 07-01-06 Max Defl. 0.149" 23.9% n\a 3 14-06-02 Span / Depth 11.8 Bearing Supports Dim. (LxW) Value % Allow Support % Allow Member Material B1 Wall/Plate 4-1/2" x 5-1/4" 3373 Ibs 14.3% 19.0% Unspecified B2 Column 8" x 5-1/4" 10567 Ibs 25.2% 33.5% Unspecified B3 Wall/Plate 10" x 5-1/4" 4208 Ibs 8.0% 10.7% Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.625") Maximum Total load deflection criteria. Design meets arbitrary (0.625") Maximum live load deflection criteria. Design based on Dry Service Condition. BC CALCO analysis is based on IBC 2015. Calculations assume unbraced length of Top: 01-02-08, Bottom: 18-06-00. Page 5 of 6 ©EBoiseCDascadoDUCTs Triple 1-3/4" x 9-1/2" VERSA -LAM® LVL 2.1E 3100 SP PASSED 1st Floor Deck - Basement Walls\Dropped Beams\DB3-3(i697) (Dropped Beam) BC Design Engine Member Report Dry 12 spans I No cant. March 17, 2023 13:53:19 Build 8420 Job name: File name: Cummings.mmdl Address: Description: 1st Floor Deck - Baseme... pped Beams\DB3-3(i697) City, State, Zip: Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade Connection Diaaram: Full Lenath of Member b 1— -0d a o � o c e o a o a minimum = 2" c = 4-1/2" b minimum = 3" d = 24" e minimum = 3" Calculated Side Load = 0.0 Ib/ft Nailing applies to both sides of the member Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement (EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy, prior to anyone relying on such output as evidence of suitability for a particular application. The output here is based on building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD TM, BCIV , BOISE GLULAMTM, BC FloorValue® , VERSA -LAM®, VERSA -RIM PLUS®, Page 6 of 6