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CS 2ND FLOOR GIRDER CalcSCS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 1 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG4 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 7' 2.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 2.00" 13 13 Live Replacement Uniform (PLF) Top 0' 0.00" 11' 8.25" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 11' 8.25" 27 7 Live Replacement Uniform (PLF) Top 7' 2.00" 11' 8.25" -53 -13 Live Replacement Uniform (PLF) Top 7' 2.00" 11' 8.25" 40 13 Live Point (LBS) Top 0' 4.63" -47 -13 Snow Point (LBS) Top 0' 4.63" 0 5 Live Point (LBS) Top 0' 4.63" 1 96 Live Point (LBS) Top 0' 4.63" 276 0 Snow 1 2 11 8 4 11 8 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 784# -233# 2 11' 8.250" Wall N/A N/A 1.500" 643# -335# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 392# 229# 269# 2 462# 0# 182# Design spans 11' 1.000" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 335lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1650.'# 10637.'# 15% 5.93' Total Load D+L Negative Moment 930.'# 10637.'# 8% 5.93' Total Load D+L Shear 519.# 3948.# 13% 10.91' Total Load D+L TL Deflection 0.0752" 0.5542" L/999+ 5.93' Total Load D+L LL Deflection 0.0524" 0.3694" L/999+ 5.93' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 2 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG6 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 4.25" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 4.25" 13 13 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 4.75" 27 7 Live Replacement Uniform (PLF) Top 1' 2.75" 17' 2.50" 27 7 Live Replacement Uniform (PLF) Top 7' 4.25" 17' 2.50" -53 -13 Live Replacement Uniform (PLF) Top 7' 4.25" 17' 2.50" 40 13 Live Replacement Uniform (PLF) Top 10' 4.75" 14' 4.50" 27 7 Live Replacement Uniform (PLF) Top 14' 4.50" 17' 2.50" 27 7 Live Point (LBS) Top 0' 5.75" 0 1 Live Point (LBS) Top 0' 5.75" 1 105 Live Point (LBS) Top 0' 5.75" 321 0 Snow Point (LBS) Top 0' 5.75" 171 222 Snow Point (LBS) Top 0' 5.75" 4 586 Live Point (LBS) Top 0' 5.75" 1391 0 Snow 1 2 17 2 8 17 2 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.332" 3061# -501# 2 17' 2.500" Wall N/A N/A 1.500" 1013# -502# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 633# 1872# 1182# 2 736# 11# 277# Design spans 16' 7.250" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 502lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 502lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4065.'# 10637.'# 38% 8.69' Total Load D+L Negative Moment 2087.'# 10637.'# 19% 8.69' Total Load D+L Shear 888.# 3948.# 22% 16.16' Total Load D+L TL Deflection 0.4120" 0.8302" L/483 8.69' Total Load D+L LL Deflection 0.2920" 0.5535" L/682 8.69' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 3 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG7 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 10.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 11.75" 27 7 Live Replacement Uniform (PLF) Top 2' 10.00" 6' 9.75" 27 7 Live Replacement Uniform (PLF) Top 6' 9.75" 17' 1.50" 27 7 Live Replacement Uniform (PLF) Top 9' 10.25" 15' 11.75" -53 -13 Live Replacement Uniform (PLF) Top 9' 10.25" 15' 11.75" 13 13 Live Replacement Uniform (PLF) Top 15' 11.75" 17' 1.50" 27 7 Live Point (LBS) Top 16' 8.75" 0 1 Live Point (LBS) Top 16' 8.75" 1 105 Live Point (LBS) Top 16' 8.75" 321 0 Snow Point (LBS) Top 16' 8.75" 171 222 Snow Point (LBS) Top 16' 8.75" 4 586 Live Point (LBS) Top 16' 8.75" 1391 0 Snow 1 2 17 1 8 17 1 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 1014# -501# 2 17' 1.500" Girder N/A N/A N/A 3041# -446# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 736# 12# 278# 2 622# 1871# 1170# Design spans 16' 7.375" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 501lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 447lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4069.'# 10637.'# 38% 8.53' Total Load D+L Negative Moment 2078.'# 10637.'# 19% 8.53' Total Load D+L Shear 894.# 3948.# 22% 16.74' Total Load D+L TL Deflection 0.4129" 0.8307" L/482 8.53' Total Load D+L LL Deflection 0.2924" 0.5538" L/681 8.53' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 4 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG8 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 2.25" 128 51 Live 1 2 4 2 4 4 2 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 325# -- 2 4' 2.250" Girder N/A N/A N/A 325# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 225# 100# 2 225# 100# Design spans 3' 6.125" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 285.'# 10637.'# 2% 2.14' Total Load D+L Shear 142.# 3948.# 3% 0.4' Total Load D+L TL Deflection 0.0013" 0.1755" L/999+ 2.14' Total Load D+L LL Deflection 0.0010" 0.1170" L/999+ 2.14' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 5 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG9 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 7.00" 229 71 Live 1 2 4 7 0 4 7 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 583# -- 2 4' 7.000" Wall N/A N/A 1.500" 583# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 437# 146# 2 437# 146# Design spans 3' 9.750" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 556.'# 10637.'# 5% 2.29' Total Load D+L Shear 280.# 3948.# 7% 0.4' Total Load D+L TL Deflection 0.0030" 0.1906" L/999+ 2.29' Total Load D+L LL Deflection 0.0022" 0.1271" L/999+ 2.29' Total Load L Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 6 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG10 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 24.1 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 10.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 11.75" 27 7 Live Replacement Uniform (PLF) Top 2' 10.00" 6' 9.75" 27 7 Live Replacement Uniform (PLF) Top 6' 9.75" 17' 1.50" 27 7 Live Replacement Uniform (PLF) Top 9' 10.25" 17' 1.50" -53 -13 Live Replacement Uniform (PLF) Top 9' 10.25" 17' 1.50" 40 13 Live Replacement Uniform (PLF) Top 15' 11.75" 17' 1.50" 27 7 Live Point (LBS) Top 2' 9.38" 35 5164 Live Point (LBS) Top 2' 9.38" 12402 0 Snow Point (LBS) Top 16' 8.75" 0 3 Live Point (LBS) Top 16' 8.75" 18 24 Snow Point (LBS) Top 16' 8.75" 3 341 Live Point (LBS) Top 16' 8.75" 1041 0 Snow 1 2 17 1 8 17 1 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 2.912" 15289# -352# 2 17' 1.500" Girder N/A N/A N/A 4551# -351# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 805# 10496# 4793# 2 784# 2966# 1585# Design spans 16' 7.375" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 4 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 352lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 352lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 39011.'# 50890.'# 76% 2.78' Total Load D+S Negative Moment 1465.'# 44252.'# 3% 8.53' Total Load D+L Shear 15239.# 18163.# 83% 0.23' Total Load D+S TL Deflection 0.7250" 0.8307" L/274 7.7' Total Load D+S LL Deflection 0.4808" 0.5538" L/414 7.7' Total Load S CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 7 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 8 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG11 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 6' 3.00" 243 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 14' 10.38" 1 85 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 2.00" 0 1 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 2.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 15' 2.00" 27 7 Live Replacement Uniform (PLF) Top 6' 3.00" 14' 10.38" 248 0 Snow Replacement Uniform (PLF) Top 14' 10.38" 15' 2.00" 1 123 Live Replacement Uniform (PLF) Top 14' 10.38" 15' 2.00" 376 0 Snow Point (LBS) Top 0' 4.63" 0 4 Live Point (LBS) Top 0' 4.63" 61 18 Snow Point (LBS) Top 0' 4.63" 1 90 Live Point (LBS) Top 0' 4.63" 260 0 Snow Point (LBS) Top 14' 8.25" 0 1 Live Point (LBS) Top 14' 8.25" 1 79 Live Point (LBS) Top 14' 8.25" 228 0 Snow 1 2 14 8 4 0 5 12 15 2 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2994# -- 2 14' 8.250" Wall N/A N/A 1.500" 3020# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 387# 2071# 923# 2 404# 2088# 933# Design spans 14' 3.625" 0' 3.625" (right cant) Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9203.'# 25040.'# 36% 7.54' Odd Spans D+S Negative Moment 21.'# 25040.'# 0% 14.69' Total Load D+S Shear 2296.# 10898.# 21% 13.97' Total Load D+S TL Deflection 0.4515" 0.7151" L/380 7.54' Odd Spans D+S LL Deflection 0.3090" 0.4767" L/555 7.54' Odd Spans S TL Defl., Rt. -0.0305" 2L/237 15.17' Odd Spans D+S LL Defl., Rt. -0.0209" 2L/346 15.17' Odd Spans S CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 9 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 10 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG15 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.1 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 10.69" 141 192 Live Replacement Uniform (PLF) Top 0' 0.00" 1' 10.69" 376 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 11' 7.50" 0 38 Live Replacement Uniform (PLF) Top 1' 10.69" 5' 1.88" 141 192 Live Replacement Uniform (PLF) Top 1' 10.69" 5' 1.88" 376 0 Snow Replacement Uniform (PLF) Top 5' 1.88" 11' 7.50" 79 0 Snow Replacement Uniform (PLF) Top 5' 1.88" 11' 7.50" 215 171 Live Point (LBS) Top 4' 4.63" 6 926 Live Point (LBS) Top 4' 4.63" 1942 0 Snow Point (LBS) Top 5' 3.63" 4 704 Live Point (LBS) Top 5' 3.63" 1391 0 Snow 1 2 11 7 8 11 7 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 5897# -- 2 11' 7.500" Wall N/A N/A 1.500" 4418# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 929# 3573# 2325# 2 1134# 2131# 1969# Design spans 11' 3.250" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 19423.'# 38167.'# 50% 5.15' Total Load D+S Shear 5280.# 13622.# 38% 0.19' Total Load D+S TL Deflection 0.2728" 0.5635" L/495 5.81' Total Load D+S LL Deflection 0.1606" 0.3757" L/842 5.31' Total Load S Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4 % Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 11 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG16 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 1.75" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 3.25" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 3.25" 13 13 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 3.75" 27 7 Live Replacement Uniform (PLF) Top 1' 1.75" 14' 6.25" 27 7 Live Replacement Uniform (PLF) Top 10' 3.75" 14' 6.25" 6 1 Live Point (LBS) Top 0' 4.75" 0 5 Live Point (LBS) Top 0' 4.75" 4 542 Live Point (LBS) Top 0' 4.75" 1569 0 Snow Point (LBS) Top 10' 2.00" 250 126 Live 1 2 14 6 4 14 6 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Girder N/A N/A N/A 2337# -304# 2 14' 6.250" Wall N/A N/A 1.500" 737# -74# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 504# 1557# 780# 2 502# 12# 234# Design spans 13' 10.125" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 305lbs at bearing 1 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2760.'# 10637.'# 25% 7.91' Total Load D+L Negative Moment 770.'# 10637.'# 7% 5.14' Total Load D+L Shear 692.# 3948.# 17% 0.3' Total Load D+L TL Deflection 0.1971" 0.6922" L/842 7.28' Total Load D+L LL Deflection 0.1331" 0.4615" L/999+ 7.28' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 12 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Member Data Description: CalcG19 Member Type: Girder Application: Floor Comments:Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 7.25" 248 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 1' 7.25" 112 155 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 0.50" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 0.50" 13 13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 0.50" 27 7 Live Replacement Uniform (PLF) Top 1' 7.25" 4' 3.00" 248 0 Snow Replacement Uniform (PLF) Top 1' 7.25" 4' 3.00" 112 155 Live Replacement Uniform (PLF) Top 4' 3.00" 8' 1.75" 124 207 Live Replacement Uniform (PLF) Top 4' 3.00" 8' 1.75" 392 0 Snow Replacement Uniform (PLF) Top 8' 1.75" 12' 0.50" 66 188 Live Replacement Uniform (PLF) Top 8' 1.75" 12' 0.50" 392 0 Snow Point (LBS) Top 8' 0.00" 73 136 Live Point (LBS) Top 11' 7.88" 0 3 Live Point (LBS) Top 11' 7.88" 1 171 Live Point (LBS) Top 11' 7.88" 494 0 Snow 1 2 3 4 0 4 8 0 4 12 0 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 463# -595# 2 4' 0.250" Wall N/A N/A 1.844" 4840# -427# 3 12' 0.500" Wall N/A N/A 1.500" 2663# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 253# -531# -41# 2 1233# 2755# 1850# 3 407# 1738# 925# Design spans 3' 7.625" 7' 7.625" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 595lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 427lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3331.'# 24466.'# 13% 8.22' Even Spans D+0.75(L+S) Negative Moment 3562.'# 24466.'# 14% 4.02' Total Load D+0.75(L+S) Shear 2364.# 9081.# 26% 4.03' Total Load D+0.75(L+S) TL Deflection 0.0307" 0.3818" L/999+ 8.16' Even Spans D+0.75(L+S) LL Deflection 0.0191" 0.2545" L/999+ 8.14' Even Spans 0.75(L+S) CS Structure™ 2018.9 [Build 16] kmBeamEngine 2018.9.0.1 Materials Database 1572 Keiter54EmersonWay - Level 8 1-27-21 3:49pm 13 of 13 All product names are trademarks of their respective owners Copyright (C) 2018 by Simpson Strong-Tie Company Inc. ALL RIGHTS RESERVED. **Passing is defined as when the member, floor joist, beam or girder, shown on this drawing meets applicable design criteria for Loads, Loading Conditions, and Spans listed on this sheet. The design must be reviewed by a qualified designer or design professional as required for approval. This design assumes product installation according to the manufacturer`s specifications. Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives