41 -069 CS 2nd floor beam CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 8 6- 2-17
9:21am
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: CalcB15 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: 21.3 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" 6' 0.00" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 6' 0.00" 0 13 Snow
Replacement Uniform (PLF) Top 0' 0.00" 16' 2.75" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 16' 2.75" 27 7 Live
Point (LBS) Top 0' 4.63" 0 0 Live
Point (LBS) Top 0' 4.63" 0 1 Live
Point (LBS) Top 0' 4.63" 0 2 Live
Point (LBS) Top 0' 4.63" 0 27 Live
Point (LBS) Top 0' 4.63" 66 0 Snow
Point (LBS) Top 0' 4.63" 106 30 Snow
Point (LBS) Top 0' 4.63" 1 193 Live
Point (LBS) Top 0' 4.63" 473 0 Snow
Point (LBS) Top 7' 4.00" 12 1922 Live
Point (LBS) Top 7' 4.00" 4359 0 Snow
Point (LBS) Top 15' 10.13" -87 0 Snow
Point (LBS) Top 15' 10.13" -0 32 Live
1 2
16 2 12
16 2 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 4685# --
2 16' 2.750" Wall Steel N/A 1.500" 3137# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 421# 3045# 1641#
2 418# 1872# 1178#
Design spans
15' 5.500"
Product: 1-3/4x14 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 25169.'# 52088.'# 48% 7.33' Total Load D+S
Negative Moment 218.'# 45294.'# 0% 3.48' Total Load D+L
Shear 3732.# 16060.# 23% 0.4' Total Load D+S
TL Deflection 0.3633" 0.7729" L/510 8.11' Total Load D+S
LL Deflection 0.2378" 0.5153" L/779 8.11' Total Load S
Control: Positive Moment
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
AudetteLarryCooke - Level 8 6- 2-17
9:21am
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: CalcB19 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: 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" 1' 0.00" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 0.00" 0 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 6' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 9' 2.75" 12 3 Live
Replacement Uniform (PLF) Top 6' 0.00" 9' 2.75" 27 7 Live
Point (LBS) Top 0' 4.63" 0 49 Live
Point (LBS) Top 0' 4.63" 170 0 Snow
Point (LBS) Top 0' 4.63" 21 7 Snow
Point (LBS) Top 0' 4.63" 9 143 Live
Point (LBS) Top 0' 4.63" 228 0 Snow
Point (LBS) Top 2' 8.31" 3 801 Live
Point (LBS) Top 2' 8.31" 1920 0 Snow
1 2
9 2 12
9 2 12
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 2686# --
2 9' 2.750" Wall Steel N/A 1.500" 825# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 177# 1815# 871#
2 167# 524# 301#
Design spans
8' 5.500"
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 4707.'# 16051.'# 29% 2.69' Total Load D+S
Shear 2045.# 7265.# 28% 0.4' Total Load D+S
TL Deflection 0.0931" 0.4229" L/999+ 4.19' Total Load D+S
LL Deflection 0.0626" 0.2819" L/999+ 4.19' 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
9:21am
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.
Member Data
Description: CalcB22 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: 36.5 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" 26' 0.00" 220 55 Live
Replacement Uniform (PLF) Top 0' 0.00" 26' 0.00" 265 66 Live
Point (LBS) Top 0' 4.63" 0 0 Live
Point (LBS) Top 0' 4.63" 0 2 Live
Point (LBS) Top 0' 4.63" 5 0 Snow
1 2
26 0 0
26 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 2.058" 8103# --
2 26' 0.000" Wall Steel N/A 2.057" 8101# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 6113# 5# 1990#
2 6113# 0# 1989#
Design spans
25' 2.750"
Product: 1-3/4x24 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 51096.'# 125371.'# 40% 13' Total Load D+L
Shear 6817.# 23940.# 28% 24.35' Total Load D+L
TL Deflection 0.4840" 1.2615" L/625 13' Total Load D+L
LL Deflection 0.3652" 0.8410" L/829 13' Total Load L
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
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 8 6- 2-17
9:21am
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: CalcB31 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" 16' 11.00" 79 24 Snow
Point (LBS) Top 9' 5.50" -505 0 Snow
Point (LBS) Top 9' 5.50" -1 -135 Live
Point (LBS) Top 16' 6.38" 9 1992 Live
Point (LBS) Top 16' 6.38" 3395 0 Snow
1 2
16 11 0
16 11 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 932# -181#
2 16' 11.000" Wall Steel N/A 2.408" 6320# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 0# 642# 290#
2 8# 4037# 2283#
Design spans
16' 1.750"
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 3762.'# 24466.'# 15% 8.46' Total Load D+S
Negative Moment 2153.'# 24466.'# 8% 9.46' Total Load D+S
Shear 818.# 9081.# 9% 15.72' Total Load D+S
TL Deflection 0.1807" 0.8073" L/999+ 8.46' Total Load D+S
LL Deflection 0.1244" 0.5382" L/999+ 8.46' 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™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 8 6- 2-17
9:21am
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.
Member Data
Description: CalcB38 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: 36.5 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" 12' 0.00" 275 69 Live
Replacement Uniform (PLF) Top 0' 0.00" 26' 0.00" 220 55 Live
Replacement Uniform (PLF) Top 12' 0.00" 12' 11.81" 197 49 Live
Replacement Uniform (PLF) Top 12' 11.81" 26' 0.00" 197 49 Live
Point (LBS) Top 0' 4.63" 0 1 Live
Point (LBS) Top 0' 4.63" 0 1 Live
Point (LBS) Top 0' 4.63" 1 79 Live
Point (LBS) Top 0' 4.63" 1 79 Live
Point (LBS) Top 0' 4.63" 228 0 Snow
Point (LBS) Top 0' 4.63" 228 0 Snow
Point (LBS) Top 11' 10.25" 29 106 Live
1 2
26 0 0
26 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 2.068" 8143# --
2 26' 0.000" Wall Steel N/A 1.868" 7356# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 5976# 455# 2167#
2 5481# 0# 1875#
Design spans
25' 2.750"
Product: 1-3/4x24 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 48481.'# 125371.'# 38% 12.01' Total Load D+L
Shear 6671.# 23940.# 27% 0.4' Total Load D+L
TL Deflection 0.4588" 1.2615" L/659 12.97' Total Load D+L
LL Deflection 0.3413" 0.8410" L/887 12.97' Total Load L
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