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41 -069 CS header CalcsCS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 1 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: 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: 9.6 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" 1 294 Live Replacement Uniform (PLF) Top 0' 0.00" 6' 3.00" 552 0 Snow 1 2 6 3 0 6 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 2628# -- 2 6' 3.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 2628# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 5# 1696# 932# 2 5# 1696# 932# Design spans 6' 1.750" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4038.'# 16051.'# 25% 3.12' Total Load D+S Shear 1951.# 7265.# 26% 5.58' Total Load D+S TL Deflection 0.0549" 0.3073" L/999+ 3.12' Total Load D+S LL Deflection 0.0354" 0.2049" L/999+ 3.12' Total Load S 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 2 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB3 Member Type: Beam 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: 9.6 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" 5' 6.69" 1 174 Live Replacement Uniform (PLF) Top 0' 0.00" 5' 6.69" 350 0 Snow Replacement Uniform (PLF) Top 5' 6.69" 6' 6.69" 1 176 Live Replacement Uniform (PLF) Top 5' 6.69" 6' 6.69" 350 0 Snow Replacement Uniform (PLF) Top 6' 6.69" 7' 6.69" 1 180 Live Replacement Uniform (PLF) Top 6' 6.69" 7' 6.69" 350 0 Snow Replacement Uniform (PLF) Top 7' 6.69" 8' 3.00" 1 182 Live Replacement Uniform (PLF) Top 7' 6.69" 8' 3.00" 350 0 Snow 1 2 8 3 0 8 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 2176# -- 2 8' 3.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 2186# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 4# 1426# 751# 2 4# 1426# 760# Design spans 8' 1.750" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4435.'# 16051.'# 27% 4.12' Total Load D+S Shear 1757.# 7265.# 24% 7.55' Total Load D+S TL Deflection 0.1059" 0.4073" L/922 4.12' Total Load D+S LL Deflection 0.0693" 0.2715" L/999+ 4.12' Total Load S 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 3 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: 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: 9.6 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' 9.75" 42 348 Live Replacement Uniform (PLF) Top 0' 0.00" 2' 9.75" 630 0 Snow Replacement Uniform (PLF) Top 2' 9.75" 9' 0.00" 42 348 Live Replacement Uniform (PLF) Top 2' 9.75" 9' 0.00" 630 0 Snow 1 2 9 0 0 9 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.932" 4394# -- 2 9' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.932" 4394# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 186# 2802# 1592# 2 186# 2802# 1592# Design spans 8' 10.750" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 1.93" bearing required at bearing # 1 Minimum 1.93" bearing required at bearing # 2 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 9773.'# 16051.'# 60% 4.5' Total Load D+S Shear 3612.# 7265.# 49% 0.06' Total Load D+S TL Deflection 0.2783" 0.4448" L/383 4.5' Total Load D+S LL Deflection 0.1775" 0.2965" L/601 4.5' 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 4 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB16 Member Type: Beam 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: 9.6 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" 2 339 Live Replacement Uniform (PLF) Top 0' 0.00" 6' 3.00" 662 0 Snow 1 2 6 3 0 6 3 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3103# -- 2 6' 3.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3103# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 6# 2034# 1070# 2 6# 2034# 1070# Design spans 6' 1.750" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 4768.'# 16051.'# 29% 3.13' Total Load D+S Shear 2304.# 7265.# 31% 5.58' Total Load D+S TL Deflection 0.0648" 0.3073" L/999+ 3.13' Total Load D+S LL Deflection 0.0425" 0.2049" L/999+ 3.13' Total Load S 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 5 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB17 Member Type: Beam 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: 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' 9.00" 79 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 6' 9.00" 240 104 Live 1 2 6 9 0 6 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 1162# -- 2 6' 9.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 1162# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 798# 264# 364# 2 798# 264# 364# Design spans 6' 7.750" 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 1930.'# 3431.'# 56% 3.38' Total Load D+L Shear 892.# 2498.# 35% 6.03' Total Load D+L LL Deflection 0.0380" 0.2215" L/999+ 3.38' Total Load L TL Deflection 0.0554" 0.3323" L/999+ 3.38' 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 6 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB18 Member Type: Beam 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: 9.6 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' 2.50" 79 0 Snow Replacement Uniform (PLF) Top 0' 0.00" 6' 2.50" 240 104 Live Replacement Uniform (PLF) Top 6' 2.50" 6' 9.00" 79 0 Snow Replacement Uniform (PLF) Top 6' 2.50" 6' 9.00" 240 104 Live Point (LBS) Top 4' 7.50" 8 1063 Live Point (LBS) Top 4' 7.50" 2743 0 Snow 1 2 6 9 0 6 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 2149# -- 2 6' 9.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3325# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 800# 1120# 709# 2 803# 2151# 1109# Design spans 6' 7.750" 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. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 6344.'# 16051.'# 39% 4.63' Total Load D+S Shear 3108.# 7265.# 42% 6.03' Total Load D+S TL Deflection 0.0850" 0.3323" L/937 3.71' Total Load D+0.75(L+S) LL Deflection 0.0567" 0.2215" L/999+ 3.71' Total Load 0.75(L+S) 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 7 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB21 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: 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" 9' 9.00" 9 2 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 1 159 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 455 0 Snow 1 2 9 9 0 9 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3063# -- 2 9' 9.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3063# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 179# 2194# 868# 2 179# 2194# 868# Design spans 9' 7.750" 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 7386.'# 24466.'# 30% 4.87' Total Load D+S Shear 2434.# 9081.# 26% 0.06' Total Load D+S TL Deflection 0.1266" 0.4823" L/914 4.87' Total Load D+S LL Deflection 0.0907" 0.3215" L/999+ 4.87' Total Load S 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 8 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB29 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: 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" 9' 9.00" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 1 159 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 455 0 Snow 1 2 9 9 0 9 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3059# -- 2 9' 9.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3059# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 163# 2194# 864# 2 163# 2194# 864# Design spans 9' 7.750" 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 7376.'# 24466.'# 30% 4.88' Total Load D+S Shear 2431.# 9081.# 26% 8.73' Total Load D+S TL Deflection 0.1265" 0.4823" L/915 4.88' Total Load D+S LL Deflection 0.0907" 0.3215" L/999+ 4.88' Total Load S 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 CS Structure™ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 AudetteLarryCooke - Level 8 6- 2-17 9:23am 9 of 9 All product names are trademarks of their respective owners Copyright (C) 2016 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: CalcB30 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: 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" 9' 5.75" 27 7 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 6 1 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 1 159 Live Replacement Uniform (PLF) Top 0' 0.00" 9' 9.00" 455 0 Snow Replacement Uniform (PLF) Top 9' 5.75" 9' 9.00" 27 7 Live 1 2 9 9 0 9 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3059# -- 2 9' 9.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 3059# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Live Snow Dead 1 163# 2194# 864# 2 163# 2194# 864# Design spans 9' 7.750" 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 7376.'# 24466.'# 30% 4.88' Total Load D+S Shear 2431.# 9081.# 26% 0.06' Total Load D+S TL Deflection 0.1265" 0.4823" L/915 4.88' Total Load D+S LL Deflection 0.0907" 0.3215" L/999+ 4.88' Total Load S 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