22B-015 56 meadow St calc sheetsKeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
1 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG1 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 3' 2.00" 203 51 Live
Replacement Uniform (PLF) Top 3' 2.00" 8' 9.13" 203 51 LiveReplacement Uniform (PLF) Top 8' 9.13" 10' 5.50" 203 51 Live
1 2
10 5 8
10 5 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift1 0' 0.000" Girder N/A N/A N/A 1250# --
2 10' 5.500" Girder N/A N/A N/A 1250# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead1970# 280#2970# 280#
Design spans
9' 6.500"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2982.'# 18682.'# 15% 5.23' Total Load D+LShear 901.# 5320.# 16% 8.75' Total Load D+L
TL Deflection 0.0409" 0.4771" L/999+ 5.23' Total Load D+L
LL Deflection 0.0317" 0.3181" L/999+ 5.23' Total Load L
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
2 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG2 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 3' 9.50" 520 130 Live
Replacement Uniform (PLF) Top 3' 9.50" 9' 6.00" 520 130 Live
1 2 9 6 0
9 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.292" 3009# -- 2 9' 6.000" Wall N/A N/A 2.292" 3009# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead
1 2378# 631#
2 2378# 631#
Design spans
9' 1.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 6879.'# 18682.'# 36% 4.75' Total Load D+L
Shear 2131.# 5320.# 40% 0.19' Total Load D+LTL Deflection 0.0867" 0.4573" L/999+ 4.75' Total Load D+L
LL Deflection 0.0685" 0.3049" L/999+ 4.75' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
3 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG3 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 520 130 Live
1 2 4 0 0
4 0 0
Bearings and Reactions
Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 1199# --
2 4' 0.000" Wall N/A N/A 1.500" 1199# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead
1948# 251#
2948# 251#
Design spans
3' 7.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 1093.'# 18682.'# 5% 2' Total Load D+L
Shear 322.# 5320.# 6% 0.19' Total Load D+L
TL Deflection 0.0022" 0.1823" L/999+ 2' Total Load D+LLL Deflection 0.0017" 0.1215" L/999+ 2' Total Load L
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
4 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG4 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.63" 520 130 Live
Replacement Uniform (PLF) Top 1' 2.63" 4' 8.63" 520 130 LiveReplacement Uniform (PLF) Top 4' 8.63" 6' 9.00" 520 130 Live
1 2
6 9 0
6 9 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift1 0' 0.000" Wall N/A N/A 1.603" 2104# --
2 6' 9.000" Wall N/A N/A 1.603" 2104# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead1 1663# 441#2 1663# 441#
Design spans
6' 4.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3364.'# 18682.'# 18% 3.37' Total Load D+LShear 1227.# 5320.# 23% 0.19' Total Load D+L
TL Deflection 0.0207" 0.3198" L/999+ 3.37' Total Load D+L
LL Deflection 0.0164" 0.2132" L/999+ 3.37' Total Load L
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
5 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG5 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
1 2 8 6 0
8 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 32# -- 2 8' 6.000" Wall N/A N/A 1.500" 32# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Dead
132#
232#
Design spans
8' 1.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 66.'# 16814.'# 0% 4.25' Total Load D
Shear 22.# 4788.# 0% 0.19' Total Load DTL Deflection 0.0010" 0.4073" L/999+ 4.25' Total Load D+L
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
6 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG6 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 1' 0.50" 520 130 Live
Replacement Uniform (PLF) Top 1' 0.50" 6' 9.00" 520 130 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 N/A N/A 1.603" 2104# -- 2 6' 9.000" Wall N/A N/A 1.603" 2104# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead
1 1663# 441#
2 1663# 441#
Design spans
6' 4.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord. No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3364.'# 18682.'# 18% 3.37' Total Load D+L
Shear 1227.# 5320.# 23% 0.19' Total Load D+LTL Deflection 0.0207" 0.3198" L/999+ 3.37' Total Load D+L
LL Deflection 0.0164" 0.2132" L/999+ 3.37' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
7 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG7 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 15' 10.00" 9 2 Live
Replacement Uniform (PLF) Top 0' 0.00" 26' 0.00" 27 7 LiveReplacement Uniform (PLF) Top 15' 10.00" 26' 0.00" 27 7 Live
Point (LBS) Top 15' 10.00" 1017 324 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 N/A N/A 1.500" 1217# --
2 26' 0.000" Girder N/A N/A N/A 1656# --
Maximum Load Case ReactionsUsed for applying point loads (or line loads) to carrying members Live Dead
1873# 345#
2 1211# 445#
Design spans
25' 1.875"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 12562.'# 18682.'# 67% 15.83' Total Load D+L
Shear 1556.# 5320.# 29% 24.28' Total Load D+L
TL Deflection 1.0456" 1.2578" L/288 12.96' Total Load D+LLL Deflection 0.7639" 0.8385" L/395 12.96' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
8 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG8 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 15' 10.00" 9 2 Live
Replacement Uniform (PLF) Top 0' 0.00" 26' 0.00" 27 7 LiveReplacement Uniform (PLF) Top 15' 10.00" 26' 0.00" 27 7 Live
Point (LBS) Top 15' 10.00" 1017 324 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 N/A N/A 1.500" 1217# --
2 26' 0.000" Girder N/A N/A N/A 1656# --
Maximum Load Case ReactionsUsed for applying point loads (or line loads) to carrying members Live Dead
1873# 345#
2 1211# 445#
Design spans
25' 1.875"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location LoadingPositive Moment 12562.'# 18682.'# 67% 15.83' Total Load D+L
Shear 1556.# 5320.# 29% 24.28' Total Load D+L
TL Deflection 1.0456" 1.2578" L/288 12.96' Total Load D+LLL Deflection 0.7639" 0.8385" L/395 12.96' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
9 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG9 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 2' 9.38" 520 130 Live
Replacement Uniform (PLF) Top 2' 9.38" 4' 6.00" 203 51 LivePoint (LBS) Top 2' 9.38" 619 379 Live
1 2
4 6 0
4 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift1 0' 0.000" Wall N/A N/A 1.500" 1622# --
2 4' 6.000" Wall N/A N/A 1.500" 1493# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead1 1217# 404#2 1069# 425#
Design spans
4' 1.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1999.'# 18682.'# 10% 2.66' Total Load D+LShear 1144.# 5320.# 21% 3.08' Total Load D+L
TL Deflection 0.0049" 0.2073" L/999+ 2.25' Total Load D+L
LL Deflection 0.0036" 0.1382" L/999+ 2.25' Total Load L
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%
KeyBuild Structure™ 2.06 [Build 7]kmBeamEngine 4.600yMaterials Database 1415
Meadow st - Level 6 4-30-14
10:03am
10 of 10
All product names are trademarks of their respective owners
Copyright (C)1987-2012 by Keymark Enterprises, LLC. 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.
Michael Greaney r.k. Miles, Inc.
West Hatfield, Ma 01088
Member Data
Description: CalcG10 Member Type: Girder Application: Floor
Comments: Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 7.9 PLF
Filename: Y:\Meadow st
Other Loads
Type(Description) Side Begin End
Trib.Width OtherStart End
DeadStart End Category
Replacement Uniform (PLF) Top 0' 0.00" 3' 2.25" 203 51 Live
Replacement Uniform (PLF) Top 3' 2.25" 4' 6.00" 520 130 LivePoint (LBS) Top 3' 2.25" 619 379 Live
1 2
4 6 0
4 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift1 0' 0.000" Wall N/A N/A 1.500" 879# --
2 4' 6.000" Wall N/A N/A 1.500" 1656# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members Live Dead1641# 238#2 1181# 475#
Design spans
4' 1.750"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1458.'# 18682.'# 7% 3.19' Total Load D+LShear 710.# 5320.# 13% 3.2' Total Load D+L
TL Deflection 0.0034" 0.2073" L/999+ 2.46' Total Load D+L
LL Deflection 0.0024" 0.1382" L/999+ 2.46' Total Load L
Control: Shear DOLs: Live=100% Snow=115% Roof=125% Wind=160%