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ceiling Beam CalcCS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 1 of 5 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: CalcB1 Member Type: Beam 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: 5.9 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' 2.75" 124 63 Snow Replacement Uniform (PLF) Top 2' 2.75" 10' 1.00" 0 69 Live Replacement Uniform (PLF) Top 2' 2.75" 10' 1.00" 140 0 Snow Replacement Uniform (PLF) Top 10' 1.00" 12' 5.50" 124 63 Snow Point (LBS) Top 0' 4.63" 0 209 Live Point (LBS) Top 0' 4.63" 302 0 Snow Point (LBS) Top 12' 0.88" 0 211 Live Point (LBS) Top 12' 0.88" 306 0 Snow 1 2 12 5 8 12 5 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate (425psi) N/A 2.318" 1724# -- 2 12' 5.500" Wall SPF Plate (425psi) N/A 2.323" 1728# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 2# 1089# 634# 2 2# 1092# 636# Design spans 11' 8.250" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 3624.# 12233.# 29% 6.23' Total Load D+S Shear 1022.# 4541.# 22% 0.4' Total Load D+S TL Deflection 0.1821" 0.5844" L/770 6.23' Total Load D+S LL Deflection 0.1184" 0.3896" L/999+ 6.23' Total Load S Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=160% CS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 2 of 5 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: CalcB4 Member Type: Beam 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: 11.7 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" 3' 2.75" -53 -13 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 2.75" 0 1 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 2.75" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 2.75" 0 13 Live Replacement Uniform (PLF) Top 0' 0.00" 3' 2.75" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 2.75" 124 46 Snow Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 0 54 Live Replacement Uniform (PLF) Top 2' 2.75" 3' 2.75" 142 0 Snow Replacement Uniform (PLF) Top 3' 2.75" 6' 2.75" 0 115 Live Replacement Uniform (PLF) Top 3' 2.75" 6' 2.75" 142 0 Snow Replacement Uniform (PLF) Top 6' 2.75" 15' 6.25" 1 155 Live Replacement Uniform (PLF) Top 6' 2.75" 15' 6.25" 248 0 Snow Point (LBS) Top 0' 4.63" 0 1 Live Point (LBS) Top 0' 4.63" 6 2 Snow Point (LBS) Top 0' 4.63" 124 46 Snow Point (LBS) Top 3' 4.25" 0 174 Live Point (LBS) Top 6' 2.75" 1 256 Live Point (LBS) Top 6' 2.75" 357 0 Snow 1 2 15 6 4 15 6 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate (425psi) N/A 1.987" 2955# -32# 2 15' 6.250" Wall SPF Plate (425psi) N/A 2.142" 3186# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 -136# 1668# 1287# 2 15# 1866# 1320# Design spans 14' 11.000" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12234.# 24466.# 50% 7.84' Total Load D+S Negative Moment 62.# 21275.# 0% 1.88' Total Load D+L Shear 2776.# 9081.# 30% 14.56' Total Load D+S TL Deflection 0.4950" 0.7458" L/361 7.84' Total Load D+S LL Deflection 0.2830" 0.4972" L/632 7.84' Total Load S CS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 3 of 5 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. 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 CS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 4 of 5 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: CalcB5 Member Type: Beam 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: 11.7 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" 9' 3.50" 1 155 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 3.50" 248 0 Snow Replacement Uniform (PLF) Top 9' 3.50" 12' 3.50" 0 115 Live Replacement Uniform (PLF) Top 9' 3.50" 12' 3.50" 142 0 Snow Replacement Uniform (PLF) Top 12' 3.50" 13' 3.50" 0 54 Live Replacement Uniform (PLF) Top 12' 3.50" 13' 3.50" 142 0 Snow Replacement Uniform (PLF) Top 12' 3.50" 15' 6.25" -53 -13 Live Replacement Uniform (PLF) Top 12' 3.50" 15' 6.25" 0 1 Live Replacement Uniform (PLF) Top 12' 3.50" 15' 6.25" 6 1 Live Replacement Uniform (PLF) Top 12' 3.50" 15' 6.25" 0 13 Live Replacement Uniform (PLF) Top 12' 3.50" 15' 6.25" 27 7 Live Replacement Uniform (PLF) Top 13' 3.50" 15' 6.25" 124 46 Snow Point (LBS) Top 9' 3.50" 1 256 Live Point (LBS) Top 9' 3.50" 357 0 Snow Point (LBS) Top 12' 2.00" 0 174 Live Point (LBS) Top 15' 1.63" 0 1 Live Point (LBS) Top 15' 1.63" 6 2 Snow Point (LBS) Top 15' 1.63" 124 46 Snow 1 2 15 6 4 15 6 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate (425psi) N/A 2.142" 3186# -- 2 15' 6.250" Wall SPF Plate (425psi) N/A 1.987" 2955# -32# Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 15# 1866# 1320# 2 -136# 1668# 1287# Design spans 14' 11.000" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 12234.# 24466.# 50% 7.68' Total Load D+S Negative Moment 62.# 21275.# 0% 13.64' Total Load D+L Shear 2776.# 9081.# 30% 0.23' Total Load D+S TL Deflection 0.4950" 0.7458" L/361 7.68' Total Load D+S LL Deflection 0.2830" 0.4972" L/632 7.68' Total Load S CS Structure™ 2.14.50 [Build 4] kmBeamEngine 4.13.4.1 Materials Database 1530 KeiterScottPoolHouse102315 - L 10-23-15 1:25pm 5 of 5 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. 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