Loading...
31A-088 2nd floor girder CalcCS Structure™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 1 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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: 5.6 PLF Filename: Q:\AlperGlen Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 11.00" 160 53 Live 1 2 3 11 0 3 11 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" 373# -- 2 3' 11.000" Girder N/A N/A N/A 373# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 273# 100# 2 273# 100# Design spans 3' 4.875" Product: Spruce-Pine-Fir #2 2 x 10 2 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 318.# 3431.# 9% 1.92' Total Load D+L Shear 204.# 2498.# 8% 2.94' Total Load D+L LL Deflection 0.0017" 0.1135" L/999+ 1.92' Total Load L TL Deflection 0.0024" 0.1703" L/999+ 1.92' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 2 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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: 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: 5.6 PLF Filename: Q:\AlperGlen Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" 27 13 Live Point (LBS) Top 3' 6.75" 0 53 Live Point (LBS) Top 3' 6.75" 0 56 Live Point (LBS) Top 3' 6.75" 162 0 Snow 1 2 3 9 8 3 9 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 142# -99# 2 3' 9.500" Wall N/A N/A 1.500" 348# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 97# 0# 45# 2 98# 162# 154# Design spans 3' 3.375" Product: Spruce-Pine-Fir #2 2 x 10 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 116.# 3431.# 3% 1.93' Total Load D+L Negative Moment 82.# 3431.# 2% 1.93' Total Load D+L Shear 75.# 2498.# 3% 0.3' Total Load D+L LL Deflection 0.0010" 0.1094" L/999+ 1.93' Total Load L TL Deflection 0.0010" 0.1641" L/999+ 1.93' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 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™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 3 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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: 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: 14.0 PLF Filename: Q:\AlperGlen Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 12' 1.63" 157 39 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 1.63" 225 65 Live Replacement Uniform (PLF) Top 12' 1.63" 12' 2.50" 27 7 Live Replacement Uniform (PLF) Top 12' 1.63" 12' 2.50" 27 7 Live Point (LBS) Top 0' 5.75" 5 1094 Live Point (LBS) Top 0' 5.75" 2338 0 Snow 1 2 12 2 8 12 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 1.500" 5133# -- 2 12' 2.500" Wall N/A N/A 1.500" 2940# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 2230# 2277# 1752# 2 2225# 61# 715# Design spans 11' 7.750" 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 8642.# 21774.# 39% 6' Total Load D+L Shear 2906.# 9476.# 30% 0.19' Total Load D+L TL Deflection 0.2823" 0.5823" L/495 6' Total Load D+L LL Deflection 0.2108" 0.3882" L/662 6' Total Load L 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™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 4 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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: 8.4 PLF Filename: Q:\AlperGlen Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 10' 7.75" 190 63 Live Replacement Uniform (PLF) Top 6' 2.25" 10' 7.25" 35 18 Live Replacement Uniform (PLF) Top 10' 7.25" 10' 7.75" 35 18 Live Point (LBS) Top 6' 4.00" 0 25 Live 1 2 10 7 12 10 7 12 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" 1359# -- 2 10' 7.750" Girder N/A N/A N/A 1491# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Dead 1 977# 382# 2 1061# 429# Design spans 9' 11.875" Product: Spruce-Pine-Fir #2 2 x 10 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 3525.# 5919.# 59% 5.21' Total Load D+L Shear 1249.# 3746.# 33% 9.71' Total Load D+L LL Deflection 0.1090" 0.3330" L/999+ 5.21' Total Load L TL Deflection 0.1529" 0.4995" L/783 5.21' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 15 % This member has been designed in accordance with NDS 2005 Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. CS Structure™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 5 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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: CalcG13 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: 5.6 PLF Filename: Q:\AlperGlen Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 10' 8.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 8.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 8.00" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 12' 9.75" 27 7 Live Replacement Uniform (PLF) Top 10' 8.00" 12' 9.75" -53 -13 Live Replacement Uniform (PLF) Top 10' 8.00" 12' 9.75" 6 1 Live Replacement Uniform (PLF) Top 10' 8.00" 12' 9.75" 40 13 Live Point (LBS) Top 0' 4.63" 1 216 Live Point (LBS) Top 0' 4.63" 357 0 Snow Point (LBS) Top 10' 6.25" 267 112 Live 1 2 12 9 12 12 9 12 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" 1160# -154# 2 12' 9.750" Wall N/A N/A 1.500" 1036# -371# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 613# 357# 432# 2 754# 0# 281# Design spans 12' 2.500" Product: Spruce-Pine-Fir #2 2 x 10 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 372lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 2724.# 3431.# 79% 7.1' Total Load D+L Negative Moment 1136.# 3431.# 33% 6.49' Total Load D+L Shear 959.# 2498.# 38% 11.98' Total Load D+L LL Deflection 0.1971" 0.4069" L/743 6.49' Total Load L TL Deflection 0.2679" 0.6104" L/546 6.49' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table CS Structure™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 6 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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: CalcG14 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: 12.2 PLF Filename: Q:\AlperGlen Other Loads Type (Description) Side Begin End Trib. Width Other Start End Dead Start End Category Replacement Uniform (PLF) Top 0' 0.00" 10' 8.00" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 8.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 10' 8.00" 40 13 Live Replacement Uniform (PLF) Top 0' 0.00" 16' 2.00" 9 2 Live Replacement Uniform (PLF) Top 10' 8.00" 12' 8.00" -53 -13 Live Replacement Uniform (PLF) Top 10' 8.00" 12' 8.00" 27 7 Live Replacement Uniform (PLF) Top 10' 8.00" 12' 8.00" 40 13 Live Replacement Uniform (PLF) Top 12' 8.00" 16' 2.00" -53 -13 Live Replacement Uniform (PLF) Top 12' 8.00" 16' 2.00" 27 7 Live Replacement Uniform (PLF) Top 12' 8.00" 16' 2.00" 27 13 Live Point (LBS) Top 0' 4.63" 1 132 Live Point (LBS) Top 0' 4.63" 218 0 Snow Point (LBS) Top 12' 6.25" 1120 482 Live Point (LBS) Top 15' 9.38" 0 12 Live Point (LBS) Top 15' 9.38" 0 15 Live Point (LBS) Top 15' 9.38" 0 36 Live Point (LBS) Top 15' 9.38" 45 0 Snow Point (LBS) Top 15' 9.38" 0 45 Live Point (LBS) Top 15' 9.38" 105 0 Snow 1 2 16 2 0 16 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" 1314# -285# 2 16' 2.000" Wall N/A N/A 1.500" 2180# -309# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 814# 218# 499# 2 1427# 149# 753# Design spans 15' 4.750" Product: Douglas Fir-Larch (N) #1 6 x 10 1 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 285lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 309lbs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6347.# 8962.# 70% 11.16' Total Load D+L Negative Moment 1611.# 8962.# 17% 8.08' Total Load D+L Shear 1995.# 5922.# 33% 15.01' Total Load D+L CS Structure™ 2.10.1 [Build 1] kmBeamEngine 4.13.4.1 Materials Database 1527 AlperGlenAlper041415 - Level 8 5-21-15 10:57am 7 of 7 All product names are trademarks of their respective owners Copyright (C) 2015 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. Actual Allowable Capacity Location Loading LL Deflection 0.2896" 0.5132" L/638 8.85' Total Load L TL Deflection 0.4193" 0.7698" L/440 8.85' Total Load D+L Control: Positive Moment DOLs: Live=100% Snow=115% Roof=125% Wind=160% This member has been designed in accordance with NDS 2005 Point loads over bearings are NOT included in the Design calculations, but ARE included in the Reaction table