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11A-093 2nd floor girder Calcs(3)CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 1 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG6 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 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: 9.4 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 7' 0.00" 329 82 Live Replacement Uniform (PLF) Top 0' 0.00" 0' 4.75" 8 2 Live Replacement Uniform (PLF) Top 0' 4.75" 1' 4.75" 19 5 Live Replacement Uniform (PLF) Top 1' 4.75" 1' 5.50" 29 7 Live Replacement Uniform (PLF) Top 1' 5.50" 6' 5.50" 30 8 Live Replacement Uniform (PLF) Top 6' 5.50" 6' 6.50" 29 7 Live Replacement Uniform (PLF) Top 6' 6.50" 7' 0.00" 24 6 Live Replacement Uniform (PLF) Top 7' 0.00" 7' 10.94" 13 3 Live Replacement Uniform (PLF) Top 7' 0.00" 7' 10.94" 271 67 Live Point (LBS) Top 0' 4.63" 1800 930 Snow Point (LBS) Top 0' 4.63" 0 116 Live Point (LBS) Top 7' 6.31" 0 116 Live Point (LBS) Top 7' 6.31" 1555 811 Snow 1 2 7 10 15 7 10 15 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" 3700# -- 2 7' 10.938" Wall N/A N/A 1.500" 3368# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 1270# 1800# 1398# 2 1241# 1555# 1271# Design spans 7' 1.688" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 2910.'# 13958.'# 20% 3.96' Total Load D+L Shear 1273.# 6317.# 20% 6.81' Total Load D+L TL Deflection 0.0534" 0.3571" L/999+ 3.96' Total Load D+L LL Deflection 0.0418" 0.2380" L/999+ 3.96' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 2 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. 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: 9.4 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 2' 6.50" 513 251 Snow Replacement Uniform (PLF) Top 2' 6.50" 9' 4.63" 526 327 Snow Replacement Uniform (PLF) Top 9' 4.63" 9' 5.50" -76 -6 Live Replacement Uniform (PLF) Top 9' 4.63" 9' 5.50" 97 21 Live Point (LBS) Top 2' 6.50" -23 -7 Snow Point (LBS) Top 2' 7.75" 1111 731 Snow Point (LBS) Top 9' 0.00" 21 32 Live Point (LBS) Top 9' 0.00" 119 0 Snow 1 2 9 5 8 9 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.882" 4941# -- 2 9' 5.500" Wall N/A N/A 1.601" 4353# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 0# 3083# 1857# 2 21# 2690# 1663# Design spans 8' 8.250" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 10231.'# 16051.'# 63% 4.29' Total Load D+S Shear 4329.# 7265.# 59% 0.4' Total Load D+S TL Deflection 0.2795" 0.4344" L/373 4.73' Total Load D+S LL Deflection 0.1716" 0.2896" L/607 4.73' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 3 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG8 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 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: 4.7 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 1' 10.50" 238 60 Live 1 2 1 10 8 1 10 8 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 181# -- 2 1' 10.500" Wall N/A N/A 1.500" 181# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 143# 39# 2 143# 39# Design spans 1' 2.375" Product: 1-3/4x9-1/2 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 54.'# 6979.'# 0% 0.89' Total Load D+L TL Deflection 0.0010" 0.0599" L/999+ 0.89' Total Load D+L LL Deflection 0.0010" 0.0399" L/999+ 0.89' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Shear cannot be calculated because member`s length is less then 2d. Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 4 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG9 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 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: 26.6 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 5.50" 43 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 0' 5.50" 124 132 Live Replacement Uniform (PLF) Top 0' 5.50" 2' 4.06" 43 0 Snow Replacement Uniform (PLF) Top 0' 5.50" 2' 4.06" 258 166 Live Replacement Uniform (PLF) Top 2' 4.06" 3' 0.50" 188 0 Snow Replacement Uniform (PLF) Top 2' 4.06" 3' 0.50" 259 252 Live Replacement Uniform (PLF) Top 3' 0.50" 3' 8.13" 188 0 Snow Replacement Uniform (PLF) Top 3' 0.50" 3' 8.13" 266 254 Live Replacement Uniform (PLF) Top 3' 8.13" 4' 6.00" 188 0 Snow Replacement Uniform (PLF) Top 3' 8.13" 4' 6.00" 266 254 Live Replacement Uniform (PLF) Top 4' 6.00" 10' 1.00" 188 0 Snow Replacement Uniform (PLF) Top 4' 6.00" 10' 1.00" 266 254 Live Replacement Uniform (PLF) Top 10' 1.00" 10' 6.00" 43 0 Snow Replacement Uniform (PLF) Top 10' 1.00" 10' 6.00" 266 168 Live Replacement Uniform (PLF) Top 10' 6.00" 13' 4.00" 87 0 Snow Replacement Uniform (PLF) Top 10' 6.00" 13' 4.00" 266 189 Live Replacement Uniform (PLF) Top 13' 4.00" 21' 0.00" 87 0 Snow Replacement Uniform (PLF) Top 13' 4.00" 21' 0.00" 313 201 Live Point (LBS) Top 0' 4.63" 118 41 Snow Point (LBS) Top 20' 7.38" 70 27 Snow 1 2 21 0 0 21 0 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" 5685# -- 2 21' 0.000" Wall N/A N/A 1.500" 5519# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 2725# 1465# 2542# 2 2972# 1161# 2419# Design spans 20' 2.750" Product: 1-3/4x18 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 26806.'# 72812.'# 36% 10.49' Total Load D+L Shear 4563.# 17955.# 25% 0.4' Total Load D+L TL Deflection 0.4084" 1.0115" L/594 10.49' Total Load D+0.75(L+S) LL Deflection 0.2263" 0.6743" L/999+ 10.49' Total Load 0.75(L+S) CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 5 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. 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 Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 6 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. 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: 9.4 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 8' 1.50" -168 -15 Live Replacement Uniform (PLF) Top 0' 0.00" 8' 1.50" 313 78 Live Point (LBS) Top 7' 8.88" 3363 1770 Snow 1 2 8 1 8 8 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" 1475# -639# 2 8' 1.500" Wall N/A N/A 1.500" 5480# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 1152# 0# 323# 2 1152# 3363# 2093# Design spans 7' 4.250" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 639lbs at bearing 1 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2712.'# 13958.'# 19% 4.06' Total Load D+L Negative Moment 1176.'# 13958.'# 8% 4.06' Total Load D+L Shear 1158.# 6317.# 18% 7' Total Load D+L TL Deflection 0.0528" 0.3677" L/999+ 4.06' Total Load D+L LL Deflection 0.0412" 0.2451" L/999+ 4.06' Total Load L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 7 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG11 Member Type: Girder Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 0.00 / 12 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: 9.4 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 4' 6.50" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 16' 5.50" 27 7 Live Replacement Uniform (PLF) Top 4' 6.50" 16' 5.50" 27 7 Live Point (LBS) Top 4' 8.25" 189 58 Live Point (LBS) Top 15' 4.88" 0 12 Live Point (LBS) Top 16' 0.88" 889 572 Snow 1 2 16 5 8 16 5 8 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 683# -- 2 16' 5.500" Wall N/A N/A 1.500" 1789# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 480# 0# 203# 2 461# 889# 776# Design spans 15' 9.375" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE: Pass-thru framing is required at point loads over bearings. 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 2816.'# 13958.'# 20% 7.39' Total Load D+L Shear 644.# 6317.# 10% 0.3' Total Load D+L TL Deflection 0.2530" 0.7891" L/748 8.18' Total Load D+L LL Deflection 0.1792" 0.5260" L/999+ 8.18' Total Load L Control: LL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.06.13[Build 1] kmBeamEngine 4.6.1.0 Materials Database 1492 JazabEd40ChestnutAveLeeds11251 12- 5-14 1:04pm 8 of 8 All product names are trademarks of their respective owners Copyright (C) 2013 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. Doug Hodgins rk Miles Inc. 21 West St. West Hatfield Ma. Member Data Description: CalcG12 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: 9.4 PLF Filename: Q:\JazabEd40 Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 0' 11.44" -178 -20 Live Replacement Uniform (PLF) Top 0' 0.00" 7' 3.50" 329 82 Live Replacement Uniform (PLF) Top 0' 11.44" 2' 10.00" -178 -20 Live Replacement Uniform (PLF) Top 2' 10.00" 3' 3.50" 93 20 Live Replacement Uniform (PLF) Top 7' 3.50" 8' 2.00" 329 82 Live Point (LBS) Top 8' 0.25" 135 157 Live 1 2 3 3 3 8 3 3 0 1 8 8 8 3 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" 639# -254# 2 3' 3.500" Wall N/A N/A 1.500" 1560# -260# 3 6' 6.500" Wall N/A N/A 1.500" 1941# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 504# 135# 2 1352# 208# 3 1381# 560# Design spans 3' 1.375" 3' 3.000" 1' 8.500" (right cant) Product: 1-3/4x9-1/2 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 254lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 261lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 484.'# 13958.'# 3% 1.73' Odd Spans D+L Negative Moment 989.'# 13958.'# 7% 6.54' Total Load D+L Shear 643.# 6317.# 10% 6.55' Total Load D+L TL Deflection -0.0020" 0.1625" L/999+ 5.24' Odd Spans D+L LL Deflection -0.0016" 0.1083" L/999+ 5.08' Odd Spans L TL Defl., Rt. 0.0085" 0.2000" 2L/999+ 8.25' Odd Spans D+L LL Defl., Rt. 0.0059" 0.2000" 2L/999+ 8.25' Odd Spans L 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