41 -069 CS1st floor Beam CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 6 6- 2-17
9:17am
1 of 10
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: CalcB2 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: 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' 9.25" 614 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 9.25" 402 513 Live
Replacement Uniform (PLF) Top 1' 9.25" 11' 4.00" 360 90 Live
Replacement Uniform (PLF) Top 11' 4.00" 15' 4.00" 360 90 Live
Replacement Uniform (PLF) Top 15' 4.00" 17' 6.50" 360 90 Live
Point (LBS) Top 0' 4.63" 0 64 Live
Point (LBS) Top 0' 4.63" 1 73 Live
Point (LBS) Top 0' 4.63" 212 0 Snow
Point (LBS) Top 2' 0.00" 109 752 Live
Point (LBS) Top 2' 0.00" 1551 0 Snow
Point (LBS) Top 8' 10.00" 426 3550 Live
Point (LBS) Top 8' 10.00" 6070 0 Snow
Point (LBS) Top 18' 1.38" 159 1278 Live
Point (LBS) Top 18' 1.38" 2265 0 Snow
1 2 3
9 3 0 9 3 0
18 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.743" 4576# --
2 9' 3.000" Wall Steel N/A 5.016" 13166# --
3 18' 6.000" Wall Steel N/A 1.582" 4154# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1544# 2333# 1668#
2 4439# 6568# 4911#
3 1357# 2047# 1437#
Design spans
8' 10.375" 8' 10.375"
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 5494.'# 16051.'# 34% 3.04' Odd Spans D+0.75(L+S)
Negative Moment 5714.'# 13958.'# 40% 9.25' Total Load D+L
Shear 6559.# 7265.# 90% 8.84' Total Load D+0.75(L+S)
TL Deflection 0.1465" 0.4432" L/725 4.37' Odd Spans D+0.75(L+S)
LL Deflection 0.1016" 0.2955" L/999+ 4.37' Odd Spans 0.75(L+S)
Control: Shear
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 6 6- 2-17
9:17am
2 of 10
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: CalcB3 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: 14.4 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" 4' 0.00" 140 35 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 5.50" 240 60 Live
Replacement Uniform (PLF) Top 4' 0.00" 4' 5.50" 123 16 Live
Replacement Uniform (PLF) Top 4' 5.50" 12' 0.00" 240 60 Live
Replacement Uniform (PLF) Top 4' 5.50" 12' 5.50" 360 90 Live
Replacement Uniform (PLF) Top 12' 0.00" 12' 5.50" 294 173 Live
Replacement Uniform (PLF) Top 12' 5.50" 14' 8.00" 422 205 Live
Replacement Uniform (PLF) Top 12' 5.50" 14' 8.00" 462 215 Live
Replacement Uniform (PLF) Top 14' 8.00" 18' 8.00" 320 80 Live
Replacement Uniform (PLF) Top 14' 8.00" 18' 8.00" 360 90 Live
Replacement Uniform (PLF) Top 18' 8.00" 28' 0.00" 422 205 Live
Replacement Uniform (PLF) Top 18' 8.00" 28' 2.75" 462 215 Live
Replacement Uniform (PLF) Top 28' 0.00" 30' 4.00" 417 204 Live
Replacement Uniform (PLF) Top 28' 2.75" 30' 4.00" 462 215 Live
Replacement Uniform (PLF) Top 30' 4.00" 31' 4.75" 360 90 Live
Replacement Uniform (PLF) Top 30' 4.00" 34' 1.00" 316 79 Live
Replacement Uniform (PLF) Top 31' 4.75" 34' 1.00" 360 90 Live
Replacement Uniform (PLF) Top 34' 1.00" 40' 1.75" 462 215 Live
Replacement Uniform (PLF) Top 34' 1.00" 41' 4.00" 417 204 Live
Replacement Uniform (PLF) Top 40' 1.75" 41' 4.00" 462 215 Live
Point (LBS) Top 0' 4.63" 843 800 Live
Point (LBS) Top 12' 0.00" 1035 923 Live
Point (LBS) Top 14' 8.00" 408 368 Live
Point (LBS) Top 18' 8.00" 408 368 Live
Point (LBS) Top 28' 2.75" 0 112 Live
Point (LBS) Top 30' 4.00" 382 345 Live
Point (LBS) Top 34' 1.00" 382 345 Live
1 2 3 4 5 6 7
7 0 0 7 0 0 7 0 0 7 0 0 7 0 0 6 4 0
41 4 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" 3131# --
2 7' 0.000" Wall Steel N/A 1.621" 6383# --
3 14' 0.000" Wall Steel N/A 2.646" 10419# --
4 21' 0.000" Wall Steel N/A 2.577" 10145# --
5 28' 0.000" Wall Steel N/A 2.593" 10211# --
6 35' 0.000" Wall Steel N/A 2.444" 9623# --
7 41' 4.000" Wall Steel N/A 1.500" 3314# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 2094# 1037#
2 4958# 1425#
3 7325# 3094#
4 7206# 2939#
5 7129# 3082#
6 6761# 2861#
7 2334# 980#
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 6 6- 2-17
9:17am
3 of 10
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.
Design spans
6' 7.375" 7' 0.000" 7' 0.000" 7' 0.000" 7' 0.000" 5' 8.875"
Product: 1-3/4x9-1/2 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 4541.'# 21774.'# 20% 24.5' Even Spans D+L
Negative Moment 6364.'# 21774.'# 29% 21' Adjacent 3 D+L
Shear 4413.# 9476.# 46% 13.3' Adjacent 2 D+L
TL Deflection 0.0451" 0.3500" L/999+ 24.5' Even Spans D+L
LL Deflection 0.0370" 0.2333" L/999+ 24.5' Even Spans L
Control: Shear
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 6 6- 2-17
9:17am
4 of 10
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: CalcB6 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: 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" 0' 10.75" 155 39 Live
Replacement Uniform (PLF) Top 0' 0.00" 2' 10.88" 123 31 Live
Replacement Uniform (PLF) Top 0' 10.75" 3' 3.06" 143 36 Live
Replacement Uniform (PLF) Top 2' 10.88" 4' 4.44" 109 27 Live
Replacement Uniform (PLF) Top 3' 3.06" 5' 7.38" 125 31 Live
Replacement Uniform (PLF) Top 4' 4.44" 7' 3.69" 95 24 Live
Replacement Uniform (PLF) Top 5' 7.38" 7' 11.69" 107 27 Live
Replacement Uniform (PLF) Top 7' 3.69" 10' 2.88" 76 19 Live
Replacement Uniform (PLF) Top 7' 11.69" 10' 3.94" 89 22 Live
Replacement Uniform (PLF) Top 10' 2.88" 10' 3.94" 67 17 Live
Replacement Uniform (PLF) Top 10' 3.94" 13' 3.13" 57 14 Live
Replacement Uniform (PLF) Top 10' 3.94" 12' 8.31" 70 18 Live
Replacement Uniform (PLF) Top 12' 8.31" 14' 3.94" 55 14 Live
Replacement Uniform (PLF) Top 13' 3.13" 16' 2.31" 38 10 Live
Replacement Uniform (PLF) Top 14' 3.94" 16' 8.19" 40 10 Live
Replacement Uniform (PLF) Top 16' 2.31" 16' 8.19" 27 7 Live
Point (LBS) Top 0' 4.63" 0 8 Live
Point (LBS) Top 0' 4.63" 24 0 Snow
Point (LBS) Top 0' 4.63" 0 81 Live
Point (LBS) Top 0' 4.63" 1 91 Live
Point (LBS) Top 0' 4.63" 264 0 Snow
Point (LBS) Top 0' 4.63" 0 82 Live
Point (LBS) Top 0' 4.63" 2 253 Live
Point (LBS) Top 0' 4.63" 731 0 Snow
Point (LBS) Top 20' 3.19" 433 0 Snow
Point (LBS) Top 20' 3.19" 1 439 Live
1 2 3
10 3 15 10 3 14
20 7 13
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 2361# --
2 10' 3.938" Wall Steel N/A 1.500" 2343# --
3 20' 7.812" Wall Steel N/A 1.500" 909# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1057# 1018# 804#
2 1779# 0# 564#
3 136# 433# 476#
Design spans
9' 11.312" 9' 11.250"
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 6 6- 2-17
9:17am
5 of 10
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.
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 2636.'# 13958.'# 18% 4.38' Odd Spans D+L
Negative Moment 2305.'# 13958.'# 16% 10.33' Total Load D+L
Shear 1316.# 6317.# 20% 9.83' Total Load D+L
TL Deflection 0.0837" 0.4971" L/999+ 4.86' Odd Spans D+L
LL Deflection 0.0673" 0.3314" L/999+ 4.86' Odd Spans L
Control: Shear
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 6 6- 2-17
9:17am
6 of 10
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: CalcB7 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: 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" 3' 6.13" 95 24 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 4.19" 78 19 Live
Replacement Uniform (PLF) Top 3' 6.13" 6' 5.25" 78 19 Live
Replacement Uniform (PLF) Top 4' 4.19" 8' 6.75" 58 15 Live
Replacement Uniform (PLF) Top 6' 5.25" 9' 7.63" 61 15 Live
Replacement Uniform (PLF) Top 8' 6.75" 9' 7.63" 46 12 Live
Replacement Uniform (PLF) Top 9' 7.63" 12' 10.13" 37 9 Live
Replacement Uniform (PLF) Top 9' 7.63" 13' 1.88" 43 11 Live
Replacement Uniform (PLF) Top 12' 10.13" 14' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 13' 1.88" 14' 0.00" 31 8 Live
Point (LBS) Top 0' 4.63" 0 16 Live
Point (LBS) Top 0' 4.63" 45 0 Snow
Point (LBS) Top 0' 4.63" 1 71 Live
Point (LBS) Top 0' 4.63" 0 80 Live
Point (LBS) Top 0' 4.63" 204 0 Snow
Point (LBS) Top 0' 4.63" 2 314 Live
Point (LBS) Top 0' 4.63" 675 0 Snow
Point (LBS) Top 18' 10.56" 266 0 Snow
Point (LBS) Top 18' 10.56" -0 358 Live
1 2 3
9 7 10 9 7 9
19 3 3
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 1848# --
2 9' 7.625" Wall Steel N/A 1.500" 1433# --
3 19' 3.188" Wall Steel N/A 1.500" 650# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 647# 924# 670#
2 1057# 0# 375#
3 -80# 266# 384#
Design spans
9' 3.000" 9' 2.938"
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 1540.'# 13958.'# 11% 4.09' Odd Spans D+L
Negative Moment 1293.'# 13958.'# 9% 9.64' Total Load D+L
Shear 819.# 6317.# 12% 9.17' Total Load D+L
TL Deflection 0.0423" 0.4625" L/999+ 4.55' Odd Spans D+L
LL Deflection 0.0335" 0.3083" L/999+ 4.55' Odd Spans L
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 6 6- 2-17
9:17am
7 of 10
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: Shear
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 6 6- 2-17
9:17am
8 of 10
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: 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: 14.4 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' 7.56" 358 189 Live
Replacement Uniform (PLF) Top 0' 7.56" 0' 10.31" 357 189 Live
Replacement Uniform (PLF) Top 0' 10.31" 1' 10.31" 355 188 Live
Replacement Uniform (PLF) Top 0' 10.31" 3' 4.00" 462 215 Live
Replacement Uniform (PLF) Top 1' 10.31" 2' 10.31" 352 188 Live
Replacement Uniform (PLF) Top 2' 10.31" 2' 10.50" 350 187 Live
Replacement Uniform (PLF) Top 2' 10.50" 2' 10.81" 274 128 Live
Replacement Uniform (PLF) Top 2' 10.81" 3' 0.25" 274 128 Live
Replacement Uniform (PLF) Top 3' 0.25" 3' 1.00" 274 128 Live
Replacement Uniform (PLF) Top 3' 1.00" 3' 1.25" 274 128 Live
Replacement Uniform (PLF) Top 3' 1.25" 3' 4.00" 273 128 Live
Replacement Uniform (PLF) Top 3' 4.00" 3' 4.81" 246 102 Live
Replacement Uniform (PLF) Top 3' 4.00" 10' 9.50" 260 65 Live
Replacement Uniform (PLF) Top 3' 4.81" 3' 5.00" 246 102 Live
Replacement Uniform (PLF) Top 3' 5.00" 3' 10.81" 245 61 Live
Replacement Uniform (PLF) Top 3' 10.81" 4' 6.00" 243 61 Live
Replacement Uniform (PLF) Top 4' 6.00" 4' 6.25" 242 60 Live
Replacement Uniform (PLF) Top 4' 6.25" 4' 8.56" 241 60 Live
Replacement Uniform (PLF) Top 4' 8.56" 4' 10.50" 240 60 Live
Replacement Uniform (PLF) Top 4' 10.50" 5' 1.19" 321 80 Live
Replacement Uniform (PLF) Top 5' 1.19" 5' 2.06" 320 80 Live
Replacement Uniform (PLF) Top 5' 2.06" 5' 2.56" 320 80 Live
Replacement Uniform (PLF) Top 5' 2.56" 5' 2.88" 320 80 Live
Replacement Uniform (PLF) Top 5' 2.88" 5' 4.00" 320 80 Live
Replacement Uniform (PLF) Top 5' 4.00" 10' 4.00" 320 80 Live
Replacement Uniform (PLF) Top 10' 4.00" 10' 9.50" 320 80 Live
Replacement Uniform (PLF) Top 10' 9.50" 16' 10.00" 564 242 Live
Replacement Uniform (PLF) Top 16' 10.00" 18' 6.00" 564 242 Live
Replacement Uniform (PLF) Top 18' 6.00" 19' 9.50" 564 242 Live
Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 79 0 Snow
Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 79 0 Snow
Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 500 316 Live
Replacement Uniform (PLF) Top 19' 9.50" 20' 4.00" 560 331 Live
Replacement Uniform (PLF) Top 20' 4.00" 25' 0.00" 40 0 Snow
Replacement Uniform (PLF) Top 20' 4.00" 25' 0.00" 440 205 Live
Replacement Uniform (PLF) Top 20' 4.00" 26' 6.25" 40 0 Snow
Replacement Uniform (PLF) Top 20' 4.00" 26' 6.25" 380 190 Live
Replacement Uniform (PLF) Top 25' 0.00" 26' 6.25" 40 0 Snow
Replacement Uniform (PLF) Top 25' 0.00" 26' 6.25" 440 205 Live
Replacement Uniform (PLF) Top 26' 6.25" 27' 1.00" 74 0 Snow
Replacement Uniform (PLF) Top 26' 6.25" 27' 1.00" 320 205 Live
Replacement Uniform (PLF) Top 26' 6.25" 33' 4.00" 74 0 Snow
Replacement Uniform (PLF) Top 26' 6.25" 33' 4.00" 260 190 Live
Replacement Uniform (PLF) Top 27' 1.00" 33' 7.00" 74 0 Snow
Replacement Uniform (PLF) Top 27' 1.00" 33' 7.00" 320 205 Live
Replacement Uniform (PLF) Top 33' 4.00" 40' 4.00" 64 0 Snow
Replacement Uniform (PLF) Top 33' 4.00" 40' 4.00" 235 169 Live
Replacement Uniform (PLF) Top 33' 7.00" 39' 11.63" 64 0 Snow
Replacement Uniform (PLF) Top 33' 7.00" 39' 11.63" 320 190 Live
Replacement Uniform (PLF) Top 39' 11.63" 40' 4.00" 64 0 Snow
Replacement Uniform (PLF) Top 39' 11.63" 40' 4.00" 320 190 Live
Point (LBS) Top 3' 0.25" 1 301 Live
Point (LBS) Top 3' 0.25" 398 0 Snow
Point (LBS) Top 3' 5.00" 835 0 Snow
Point (LBS) Top 3' 5.00" 688 780 Live
Point (LBS) Top 10' 7.75" 597 284 Live
Point (LBS) Top 10' 9.00" 295 0 Snow
Point (LBS) Top 10' 9.00" 852 499 Live
Point (LBS) Top 12' 4.00" 15 2325 Live
Point (LBS) Top 12' 4.00" 5133 0 Snow
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
AudetteLarryCooke - Level 6 6- 2-17
9:17am
9 of 10
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.
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Point (LBS) Top 19' 11.25" 354 0 Snow
Point (LBS) Top 19' 11.25" 598 439 Live
Point (LBS) Top 26' 2.25" 5 1025 Live
Point (LBS) Top 26' 2.25" 1911 0 Snow
Point (LBS) Top 39' 11.38" 35 10 Snow
1 2 3 4 5 6 7
6 4 0 7 0 0 7 0 0 6 0 0 7 0 0 7 0 0
40 4 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" 3232# --
2 6' 4.000" Wall Steel N/A 2.126" 8373# --
3 13' 4.000" Wall Steel N/A 3.183" 12533# --
4 20' 4.000" Wall Steel N/A 2.188" 8616# --
5 26' 4.000" Wall Steel N/A 2.523" 9934# --
6 33' 4.000" Wall Steel N/A 1.956" 7700# --
7 40' 4.000" Wall Steel N/A 1.500" 2614# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2114# 547# 1118#
2 5671# 1656# 2701#
3 5717# 5192# 4351#
4 6137# 772# 2479#
5 5342# 2928# 3732#
6 4680# 1117# 3020#
7 1658# 413# 956#
Design spans
5' 8.875" 7' 0.000" 7' 0.000" 6' 0.000" 7' 0.000" 6' 7.375"
Product: 1-3/4x9-1/2 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 5298.'# 21774.'# 24% 10.65' Even Spans D+L
Negative Moment 6066.'# 21774.'# 27% 13.33' Adjacent 2 D+L
Shear 8698.# 10898.# 79% 12.63' Adjacent 2 D+0.75(L+S)
TL Deflection 0.0509" 0.3500" L/999+ 10.32' Even Spans D+0.75(L+S)
LL Deflection 0.0390" 0.2333" L/999+ 10.18' Even Spans 0.75(L+S)
Control: Shear
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