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