CS Ridge and header CalcCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
WrightBuildersRevocableTrust -10-17-17
3:22pm
1 of 4
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: CalcB11 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: 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" 2' 7.00" 2 1 Live
Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 1 88 Live
Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 245 0 Snow
Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 0 17 Live
Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 48 0 Snow
Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 1 88 Live
Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 245 0 Snow
Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 0 17 Live
Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 48 0 Snow
Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 1 88 Live
Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 245 0 Snow
Replacement Uniform (PLF) Top 17' 5.50" 19' 8.50" 2 1 Live
Point (LBS) Top 4' 11.50" 155 0 Snow
Point (LBS) Top 4' 11.50" 0 180 Live
Point (LBS) Top 7' 11.50" 155 0 Snow
Point (LBS) Top 7' 11.50" 0 180 Live
Point (LBS) Top 11' 10.50" 155 0 Snow
Point (LBS) Top 11' 10.50" 0 180 Live
Point (LBS) Top 14' 10.50" 155 0 Snow
Point (LBS) Top 14' 10.50" 0 180 Live
1 2
2 7 0 14 10 8 2 3 0
19 8 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 2' 7.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 2589# --
2 17' 5.500" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 2588# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 9# 1588# 1001#
2 9# 1595# 993#
Design spans
2' 2.375" (left cant) 14' 10.500" 2' 0.875" (right cant)
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 9417.'# 38167.'# 24% 10.02' Total Load D+S
Negative Moment 45.'# 29870.'# 0% 2.58' Total Load D
Shear 2201.# 13622.# 16% 16.71' Total Load D+S
TL Deflection 0.2527" 0.7438" L/706 10.02' Total Load D+S
LL Deflection 0.1563" 0.4958" L/999+ 10.02' Total Load S
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
WrightBuildersRevocableTrust -10-17-17
3:22pm
2 of 4
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.
Actual Allowable Capacity Location Loading
TL Defl., Lt. -0.1190" 0.2198" 2L/443 0' Total Load D+S
LL Defl., Lt. -0.0736" 0.2000" 2L/716 0' Total Load S
TL Defl., Rt. -0.1123" 0.2073" 2L/443 19.71' Total Load D+S
LL Defl., Rt. -0.0695" 0.2000" 2L/715 19.71' Total Load S
Control: TL Defl., Rt.
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™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
WrightBuildersRevocableTrust -10-17-17
3:22pm
3 of 4
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: CalcB12 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: 24.3 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' 7.00" 1 87 Live
Replacement Uniform (PLF) Top 0' 0.00" 2' 7.00" 241 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 19' 8.25" 1 88 Live
Replacement Uniform (PLF) Top 0' 0.00" 19' 8.25" 245 0 Snow
Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 1 88 Live
Replacement Uniform (PLF) Top 2' 7.00" 5' 1.00" 245 0 Snow
Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 0 49 Live
Replacement Uniform (PLF) Top 5' 1.00" 7' 10.00" 136 0 Snow
Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 1 88 Live
Replacement Uniform (PLF) Top 7' 10.00" 12' 0.00" 245 0 Snow
Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 0 49 Live
Replacement Uniform (PLF) Top 12' 0.00" 14' 9.00" 136 0 Snow
Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 1 88 Live
Replacement Uniform (PLF) Top 14' 9.00" 17' 5.50" 245 0 Snow
Replacement Uniform (PLF) Top 17' 5.50" 19' 8.25" 1 87 Live
Replacement Uniform (PLF) Top 17' 5.50" 19' 8.25" 241 0 Snow
Point (LBS) Top 4' 11.50" 97 0 Snow
Point (LBS) Top 4' 11.50" 0 145 Live
Point (LBS) Top 7' 11.50" 97 0 Snow
Point (LBS) Top 7' 11.50" 0 145 Live
Point (LBS) Top 11' 10.50" 97 0 Snow
Point (LBS) Top 11' 10.50" 0 145 Live
Point (LBS) Top 14' 10.50" 97 0 Snow
Point (LBS) Top 14' 10.50" 0 145 Live
1 2
19 8 4
19 8 4
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.676" 6600# --
2 19' 8.250" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.677" 6603# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 13# 4521# 2079#
2 13# 4520# 2083#
Design spans
18' 11.000"
Product: 1-3/4x16 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.
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
WrightBuildersRevocableTrust -10-17-17
3:22pm
4 of 4
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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 31357.'# 67031.'# 46% 9.84' Total Load D+S
Shear 5689.# 18354.# 30% 18.36' Total Load D+S
TL Deflection 0.5626" 0.9458" L/403 9.84' Total Load D+S
LL Deflection 0.3815" 0.6306" L/595 9.84' Total Load S
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