CS Roof Beam CalcsCS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottKeiter - Level 10 7-26-16
8:03am
1 of 6
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: 14.2 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" 0' 8.50" 0 56 Live
Replacement Uniform (PLF) Top 0' 0.00" 0' 8.50" 137 0 Snow
Replacement Uniform (PLF) Top 0' 8.50" 0' 11.25" 0 57 Live
Replacement Uniform (PLF) Top 0' 8.50" 0' 11.25" 140 0 Snow
Replacement Uniform (PLF) Top 0' 11.25" 1' 8.25" 1 90 Live
Replacement Uniform (PLF) Top 0' 11.25" 1' 8.25" 298 0 Snow
Replacement Uniform (PLF) Top 0' 11.25" 14' 4.88" 0 57 Live
Replacement Uniform (PLF) Top 0' 11.25" 14' 4.88" 140 0 Snow
Replacement Uniform (PLF) Top 1' 8.25" 14' 4.88" 1 83 Live
Replacement Uniform (PLF) Top 1' 8.25" 14' 4.88" 204 0 Snow
1 2
14 4 14
14 4 14
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 1.500" 3319# --
2 14' 4.875" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 3413# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 7# 2304# 1015#
2 7# 2356# 1057#
Design spans
13' 8.125"
Product: 1-3/4x14 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 11676.'# 33390.'# 34% 7.2' Total Load D+S
Shear 2843.# 10706.# 26% 0.37' Total Load D+S
TL Deflection 0.2457" 0.6839" L/668 7.2' Total Load D+S
LL Deflection 0.1697" 0.4559" L/967 7.2' Total Load S
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
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottKeiter - Level 10 7-26-16
8:03am
2 of 6
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: CalcB15 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" 1' 3.00" 23 7 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 6.00" -23 -7 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 6.00" -23 -7 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 6.00" 71 20 Snow
Replacement Uniform (PLF) Top 0' 0.00" 5' 1.13" 23 7 Snow
Replacement Uniform (PLF) Top 1' 3.00" 1' 6.00" 23 7 Snow
Replacement Uniform (PLF) Top 1' 6.00" 7' 3.00" 23 7 Snow
Replacement Uniform (PLF) Top 1' 6.00" 11' 4.56" -23 -7 Snow
Replacement Uniform (PLF) Top 1' 6.00" 11' 4.56" -23 -7 Snow
Replacement Uniform (PLF) Top 1' 6.00" 11' 4.56" 71 20 Snow
Replacement Uniform (PLF) Top 5' 1.13" 12' 6.50" 23 7 Snow
Replacement Uniform (PLF) Top 7' 3.00" 12' 6.50" 23 7 Snow
Replacement Uniform (PLF) Top 11' 4.56" 12' 6.50" -23 -7 Snow
Replacement Uniform (PLF) Top 11' 4.56" 12' 6.50" -23 -7 Snow
Replacement Uniform (PLF) Top 11' 4.56" 12' 6.50" 71 20 Snow
Point (LBS) Top 0' 8.63" 7 1061 Live
Point (LBS) Top 0' 8.63" 2369 0 Snow
Point (LBS) Top 5' 2.88" 5 662 Live
Point (LBS) Top 5' 2.88" 1798 0 Snow
1 2
12 6 8
12 6 8
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 2.199" 5773# -285#
2 12' 6.500" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.500" 2075# -285#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 10# 4074# 1698#
2 2# 1502# 573#
Design spans
11' 11.250"
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.
Review gravity uplift reaction force of 285lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 285lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 10582.'# 24466.'# 43% 5.24' Total Load D+S
Negative Moment 853.'# 24466.'# 3% 6.35' Total Load D+S
Shear 3336.# 9081.# 36% 0.4' Total Load D+S
TL Deflection 0.2413" 0.5969" L/593 6.35' Total Load D+S
LL Deflection 0.1748" 0.3979" L/819 6.35' Total Load S
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottKeiter - Level 10 7-26-16
8:03am
3 of 6
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.
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
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottKeiter - Level 10 7-26-16
8:03am
4 of 6
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: 14.2 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" 1' 9.00" 0 65 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 9.00" 159 0 Snow
Replacement Uniform (PLF) Top 1' 9.00" 9' 1.50" 0 61 Live
Replacement Uniform (PLF) Top 1' 9.00" 9' 1.50" 151 0 Snow
Replacement Uniform (PLF) Top 1' 9.00" 13' 3.00" 0 57 Live
Replacement Uniform (PLF) Top 1' 9.00" 13' 3.00" 140 0 Snow
Replacement Uniform (PLF) Top 9' 1.50" 21' 0.00" 1 91 Live
Replacement Uniform (PLF) Top 9' 1.50" 21' 0.00" 302 0 Snow
Replacement Uniform (PLF) Top 13' 3.00" 13' 5.75" 0 57 Live
Replacement Uniform (PLF) Top 13' 3.00" 13' 5.75" 140 0 Snow
Replacement Uniform (PLF) Top 13' 5.75" 13' 9.00" 0 56 Live
Replacement Uniform (PLF) Top 13' 5.75" 13' 9.00" 137 0 Snow
Replacement Uniform (PLF) Top 13' 9.00" 14' 0.00" 0 54 Live
Replacement Uniform (PLF) Top 13' 9.00" 14' 0.00" 133 0 Snow
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.00" 0 50 Live
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.00" 122 0 Snow
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 0 43 Live
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 104 0 Snow
Replacement Uniform (PLF) Top 16' 0.00" 17' 0.00" 0 35 Live
Replacement Uniform (PLF) Top 16' 0.00" 17' 0.00" 87 0 Snow
Replacement Uniform (PLF) Top 17' 0.00" 18' 0.00" 0 28 Live
Replacement Uniform (PLF) Top 17' 0.00" 18' 0.00" 69 0 Snow
Replacement Uniform (PLF) Top 18' 0.00" 19' 0.00" 0 21 Live
Replacement Uniform (PLF) Top 18' 0.00" 19' 0.00" 52 0 Snow
Replacement Uniform (PLF) Top 19' 0.00" 20' 0.00" 0 14 Live
Replacement Uniform (PLF) Top 19' 0.00" 20' 0.00" 34 0 Snow
Replacement Uniform (PLF) Top 20' 0.00" 21' 0.00" 0 7 Live
Replacement Uniform (PLF) Top 20' 0.00" 21' 0.00" 17 0 Snow
Replacement Uniform (PLF) Top 21' 5.63" 22' 3.00" 23 7 Snow
Replacement Uniform (PLF) Top 21' 5.63" 23' 0.38" 23 7 Snow
Replacement Uniform (PLF) Top 22' 3.00" 23' 0.38" 23 7 Snow
Replacement Uniform (PLF) Top 23' 0.38" 24' 0.38" 0 4 Live
Replacement Uniform (PLF) Top 23' 0.38" 24' 0.38" 9 0 Snow
Replacement Uniform (PLF) Top 23' 0.38" 26' 8.75" 1 91 Live
Replacement Uniform (PLF) Top 23' 0.38" 26' 8.75" 302 0 Snow
Replacement Uniform (PLF) Top 24' 0.38" 25' 0.38" 0 11 Live
Replacement Uniform (PLF) Top 24' 0.38" 25' 0.38" 26 0 Snow
Replacement Uniform (PLF) Top 25' 0.38" 26' 0.38" 0 18 Live
Replacement Uniform (PLF) Top 25' 0.38" 26' 0.38" 44 0 Snow
Replacement Uniform (PLF) Top 26' 0.38" 26' 6.00" 0 23 Live
Replacement Uniform (PLF) Top 26' 0.38" 26' 6.00" 57 0 Snow
Replacement Uniform (PLF) Top 26' 6.00" 26' 8.75" 0 26 Live
Replacement Uniform (PLF) Top 26' 6.00" 26' 8.75" 63 0 Snow
Replacement Uniform (PLF) Top 26' 8.75" 27' 8.75" 0 30 Live
Replacement Uniform (PLF) Top 26' 8.75" 27' 8.75" 73 0 Snow
Replacement Uniform (PLF) Top 26' 8.75" 30' 9.00" 1 90 Live
Replacement Uniform (PLF) Top 26' 8.75" 30' 9.00" 298 0 Snow
Replacement Uniform (PLF) Top 27' 8.75" 28' 8.75" 0 37 Live
Replacement Uniform (PLF) Top 27' 8.75" 28' 8.75" 91 0 Snow
Replacement Uniform (PLF) Top 28' 8.75" 29' 8.75" 0 44 Live
Replacement Uniform (PLF) Top 28' 8.75" 29' 8.75" 108 0 Snow
Replacement Uniform (PLF) Top 29' 8.75" 30' 9.00" 0 51 Live
Replacement Uniform (PLF) Top 29' 8.75" 30' 9.00" 124 0 Snow
Point (LBS) Top 1' 10.50" -20 0 Snow
Point (LBS) Top 1' 10.50" 3 78 Live
Point (LBS) Top 21' 8.25" 2 387 Live
Point (LBS) Top 21' 8.25" 814 0 Snow
Point (LBS) Top 22' 3.00" 1 191 Live
Point (LBS) Top 22' 3.00" 347 0 Snow
Point (LBS) Top 22' 9.75" 2 309 Live
Point (LBS) Top 22' 9.75" 608 0 Snow
CS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottKeiter - Level 10 7-26-16
8:03am
5 of 6
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.
1 2 3
14 0 0 16 9 0
30 9 0
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 1.500" 1627# --
2 14' 0.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 4.134" 10852# --
3 30' 9.000" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 1.504" 3948# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 6# 1065# 562#
2 22# 7745# 3107#
3 8# 2834# 1114#
Design spans
13' 7.375" 16' 4.625"
Product: 1-3/4x14 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 14922.'# 33390.'# 44% 22.81' Total Load D+S
Negative Moment 16875.'# 33390.'# 50% 14' Total Load D+S
Shear 5343.# 10706.# 49% 14.01' Total Load D+S
TL Deflection 0.3597" 0.8193" L/546 23.01' Total Load D+S
LL Deflection 0.2542" 0.5462" L/773 23.01' Total Load S
Control: Negative 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™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
KeiterScottKeiter - Level 10 7-26-16
8:03am
6 of 6
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: CalcB24 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: 14.2 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" 0' 8.63" 0 63 Live
Replacement Uniform (PLF) Top 0' 0.00" 0' 8.63" 154 0 Snow
Replacement Uniform (PLF) Top 0' 8.63" 8' 9.00" 23 7 Snow
Replacement Uniform (PLF) Top 0' 8.63" 11' 9.75" 23 7 Snow
Replacement Uniform (PLF) Top 8' 9.00" 9' 0.00" 23 7 Snow
Replacement Uniform (PLF) Top 9' 0.00" 11' 9.75" 23 7 Snow
Point (LBS) Top 0' 8.63" 5 424 Live
Point (LBS) Top 0' 8.63" 822 0 Snow
Point (LBS) Top 8' 2.63" 7 1025 Live
Point (LBS) Top 8' 2.63" 8 1124 Live
Point (LBS) Top 8' 2.63" 2331 0 Snow
Point (LBS) Top 8' 2.63" 2980 0 Snow
1 2
11 9 12
11 9 12
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 1.500" 3837# --
2 11' 9.750" Wall LVL/PSL(DF/SP) End-Grain (1000psi) N/A 2.187" 5740# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 9# 2633# 1204#
2 11# 4051# 1690#
Design spans
11' 0.500"
Product: 1-3/4x14 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 18036.'# 33390.'# 54% 8.22' Total Load D+S
Shear 5654.# 10706.# 52% 10.32' Total Load D+S
TL Deflection 0.1957" 0.5521" L/677 6.46' Total Load D+S
LL Deflection 0.1379" 0.3681" L/961 6.46' 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