32A-201 1ST FLOOR BEAM CALCS(3)CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
1 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB25 Member Type: Beam 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: 9.4 PLF
Filename: Q:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.25" -53 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.25" 271 68 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.25" 541 116 Live
Point (LBS) Top 0' 4.63" -23 0 Snow
Point (LBS) Top 0' 4.63" 669 574 Live
1 2
4 0 4
4 0 4
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" 2876# --
2 4' 0.250" Wall N/A N/A 1.500" 1633# -70#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1989# -108# 887#
2 1320# -85# 313#
Design spans
3' 3.000"
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.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1327.'# 13958.'# 9% 2.01' Total Load D+L
Negative Moment 57.'# 16051.'# 0% 2.01' Total Load D+S
Negative Unbrcd 57.'# 16051.'# 0% 2.01' Total Load D+S
Shear 838.# 6317.# 13% 0.4' Total Load D+L
TL Deflection 0.0050" 0.1625" L/999+ 2.01' Total Load D+L
LL Deflection 0.0041" 0.1083" L/999+ 2.01' Total Load 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
2 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB26 Member Type: Beam 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: 9.4 PLF
Filename: Q:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.25" -53 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.25" 271 68 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.25" 541 116 Live
Point (LBS) Top 3' 7.63" -23 0 Snow
Point (LBS) Top 3' 7.63" 669 574 Live
1 2
4 0 4
4 0 4
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" 1633# -70#
2 4' 0.250" Wall N/A N/A 1.500" 2876# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1320# -85# 313#
2 1989# -108# 887#
Design spans
3' 3.000"
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.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1327.'# 13958.'# 9% 2.01' Total Load D+L
Negative Moment 57.'# 16051.'# 0% 2.01' Total Load D+S
Negative Unbrcd 57.'# 16051.'# 0% 2.01' Total Load D+S
Shear 838.# 6317.# 13% 0.4' Total Load D+L
TL Deflection 0.0050" 0.1625" L/999+ 2.01' Total Load D+L
LL Deflection 0.0041" 0.1083" L/999+ 2.01' Total Load 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
3 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB27 Member Type: Beam 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: 9.4 PLF
Filename: Q:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 6.50" 7' 6.50" 525 231 Live
Replacement Uniform (PLF) Top 7' 6.50" 10' 8.00" 525 231 Live
Replacement Uniform (PLF) Top 10' 8.00" 14' 0.00" 525 231 Live
Replacement Uniform (PLF) Top 14' 0.00" 15' 0.50" 294 173 Live
Replacement Uniform (PLF) Top 15' 0.50" 15' 8.00" 106 0 Snow
Replacement Uniform (PLF) Top 15' 0.50" 15' 8.00" 294 216 Live
Replacement Uniform (PLF) Top 15' 8.00" 17' 2.50" 106 0 Snow
Replacement Uniform (PLF) Top 15' 8.00" 17' 2.50" 525 273 Live
Replacement Uniform (PLF) Top 17' 2.50" 20' 1.75" 47 0 Snow
Replacement Uniform (PLF) Top 17' 2.50" 20' 1.75" 525 273 Live
Point (LBS) Top 0' 4.63" 0 62 Live
Point (LBS) Top 0' 4.63" 212 0 Snow
Point (LBS) Top 0' 4.63" 271 218 Live
Point (LBS) Top 10' 3.88" 981 0 Snow
Point (LBS) Top 10' 3.88" 4 1211 Live
Point (LBS) Top 13' 6.50" -88 0 Snow
Point (LBS) Top 13' 6.50" 1354 329 Live
Point (LBS) Top 13' 11.13" 197 160 Live
Point (LBS) Top 15' 8.75" -68 0 Snow
Point (LBS) Top 15' 8.75" 547 128 Live
Point (LBS) Top 15' 8.88" 197 160 Live
Point (LBS) Top 19' 9.38" 127 0 Snow
Point (LBS) Top 19' 9.38" 156 227 Live
1 2 3 4
6 8 8 6 10 0 6 7 4
20 1 12
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" 2455# --
2 6' 8.500" Wall N/A N/A 2.464" 6469# --
3 13' 6.500" Wall N/A N/A 3.486" 9151# --
4 20' 1.750" Wall N/A N/A 1.500" 2670# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1703# 133# 752#
2 4115# 535# 2353#
3 5914# 741# 3236#
4 1785# 292# 885#
Design spans
6' 3.875" 6' 10.000" 6' 2.875"
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.
No lateral bracing required along the bottom chord.
CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
4 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3481.'# 13958.'# 24% 10.32' Even Spans D+L
Negative Moment 4821.'# 13958.'# 34% 13.54' Adjacent 2 D+L
Negative Unbrcd 4821.'# 13958.'# 34% 13.54' Adjacent 2 D+L
Shear 3168.# 6317.# 50% 13.55' Adjacent 2 D+L
TL Deflection 0.0442" 0.3417" L/999+ 10.13' Even Spans D+0.75(L+S)
LL Deflection 0.0334" 0.2080" L/999+ 16.66' 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
5 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB28 Member Type: Beam 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: 9.4 PLF
Filename: Q:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 2' 11.25" 48 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 2' 11.25" 525 274 Live
Replacement Uniform (PLF) Top 2' 11.25" 4' 5.75" 106 0 Snow
Replacement Uniform (PLF) Top 2' 11.25" 4' 5.75" 525 274 Live
Replacement Uniform (PLF) Top 4' 5.75" 5' 1.25" 106 0 Snow
Replacement Uniform (PLF) Top 4' 5.75" 5' 1.25" 294 216 Live
Replacement Uniform (PLF) Top 5' 1.25" 6' 1.75" 294 173 Live
Replacement Uniform (PLF) Top 6' 1.75" 9' 5.75" 525 231 Live
Replacement Uniform (PLF) Top 9' 5.75" 12' 7.25" 525 231 Live
Replacement Uniform (PLF) Top 12' 7.25" 19' 11.88" 525 231 Live
Point (LBS) Top 0' 4.38" 127 0 Snow
Point (LBS) Top 0' 4.38" 156 227 Live
Point (LBS) Top 4' 4.88" 197 160 Live
Point (LBS) Top 4' 5.00" -68 0 Snow
Point (LBS) Top 4' 5.00" 547 128 Live
Point (LBS) Top 6' 2.63" 197 160 Live
Point (LBS) Top 6' 7.25" -88 0 Snow
Point (LBS) Top 6' 7.25" 1354 329 Live
Point (LBS) Top 9' 9.88" 981 0 Snow
Point (LBS) Top 9' 9.88" 4 1211 Live
Point (LBS) Top 19' 9.13" 0 62 Live
Point (LBS) Top 19' 9.13" 212 0 Snow
Point (LBS) Top 19' 9.13" 271 218 Live
1 2 3 4
6 7 4 6 10 0 6 8 8
20 1 12
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" 2670# --
2 6' 7.250" Wall N/A N/A 3.486" 9151# --
3 13' 5.250" Wall N/A N/A 2.465" 6471# --
4 20' 1.750" Wall N/A N/A 1.500" 2571# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1785# 292# 885#
2 5914# 742# 3236#
3 4117# 535# 2354#
4 1783# 133# 788#
Design spans
6' 2.875" 6' 10.000" 6' 3.875"
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.
No lateral bracing required along the bottom chord.
CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
6 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3481.'# 13958.'# 24% 9.82' Even Spans D+L
Negative Moment 4821.'# 13958.'# 34% 6.6' Adjacent 1 D+L
Negative Unbrcd 4821.'# 13958.'# 34% 6.6' Adjacent 1 D+L
Shear 3168.# 6317.# 50% 6.23' Adjacent 1 D+L
TL Deflection 0.0442" 0.3417" L/999+ 10.02' Even Spans D+0.75(L+S)
LL Deflection 0.0334" 0.2080" L/999+ 3.48' 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
7 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB29 Member Type: Beam 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: 9.4 PLF
Filename: Q:\DennoRich
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" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 212 134 Live
Replacement Uniform (PLF) Top 4' 0.00" 15' 0.00" 423 187 Live
Replacement Uniform (PLF) Top 15' 0.00" 18' 4.00" -39 0 Snow
Replacement Uniform (PLF) Top 15' 0.00" 18' 4.00" 748 182 Live
Replacement Uniform (PLF) Top 18' 4.00" 18' 9.38" 432 108 Live
Replacement Uniform (PLF) Top 18' 9.38" 22' 0.00" 432 108 Live
Point (LBS) Top 0' 4.63" 0 63 Live
Point (LBS) Top 0' 4.63" 85 0 Snow
Point (LBS) Top 0' 4.63" 44 43 Live
Point (LBS) Top 0' 4.63" 0 99 Live
Point (LBS) Top 0' 4.63" 267 0 Snow
Point (LBS) Top 0' 4.63" 177 270 Live
Point (LBS) Top 2' 2.63" 5 1337 Live
Point (LBS) Top 2' 2.63" 1776 0 Snow
Point (LBS) Top 4' 1.75" -23 0 Snow
Point (LBS) Top 4' 1.75" 423 85 Live
Point (LBS) Top 14' 9.25" 37 0 Snow
Point (LBS) Top 14' 9.25" 0 63 Live
Point (LBS) Top 14' 9.25" 176 92 Live
Point (LBS) Top 14' 9.25" 291 0 Snow
Point (LBS) Top 14' 9.25" 1640 855 Live
Point (LBS) Top 18' 2.25" -9 0 Snow
Point (LBS) Top 18' 2.25" 134 94 Live
Point (LBS) Top 21' 7.38" 44 0 Snow
Point (LBS) Top 21' 7.38" 670 260 Live
1 2 3 4
7 4 0 7 8 0 7 0 0
22 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 1.523" 3998# --
2 7' 4.000" Wall N/A N/A 2.257" 5924# --
3 15' 0.000" Wall N/A N/A 3.381" 8874# --
4 22' 0.000" Wall N/A N/A 1.500" 2857# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1335# 1547# 1836#
2 3778# 708# 2146#
3 6484# 50# 2390#
4 2220# 75# 637#
Design spans
6' 11.375" 7' 8.000" 6' 7.375"
CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
8 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5074.'# 16051.'# 31% 2.22' Odd Spans D+0.75(L+S)
Negative Moment 4307.'# 13958.'# 30% 7.33' Adjacent 1 D+L
Negative Unbrcd 4307.'# 13958.'# 30% 7.33' Adjacent 1 D+L
Shear 2749.# 6317.# 43% 15.01' Adjacent 2 D+L
TL Deflection 0.0717" 0.3474" L/999+ 3.51' Odd Spans D+0.75(L+S)
LL Deflection 0.0446" 0.2316" L/999+ 3.51' 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™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
9 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB30 Member Type: Beam 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: 9.4 PLF
Filename: Q:\DennoRich
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 3' 2.63" 432 108 Live
Replacement Uniform (PLF) Top 3' 2.63" 3' 8.00" 432 108 Live
Replacement Uniform (PLF) Top 3' 8.00" 7' 0.00" -39 0 Snow
Replacement Uniform (PLF) Top 3' 8.00" 7' 0.00" 748 182 Live
Replacement Uniform (PLF) Top 7' 0.00" 18' 0.00" 423 187 Live
Replacement Uniform (PLF) Top 18' 0.00" 22' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 18' 0.00" 22' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 18' 0.00" 22' 0.00" 212 134 Live
Point (LBS) Top 0' 4.63" 44 0 Snow
Point (LBS) Top 0' 4.63" 670 260 Live
Point (LBS) Top 3' 9.75" -9 0 Snow
Point (LBS) Top 3' 9.75" 134 94 Live
Point (LBS) Top 7' 2.75" 37 0 Snow
Point (LBS) Top 7' 2.75" 0 63 Live
Point (LBS) Top 7' 2.75" 176 92 Live
Point (LBS) Top 7' 2.75" 292 0 Snow
Point (LBS) Top 7' 2.75" 1640 855 Live
Point (LBS) Top 17' 10.25" -23 0 Snow
Point (LBS) Top 17' 10.25" 423 85 Live
Point (LBS) Top 19' 9.38" 5 1340 Live
Point (LBS) Top 19' 9.38" 1783 0 Snow
Point (LBS) Top 21' 7.38" 0 63 Live
Point (LBS) Top 21' 7.38" 85 0 Snow
Point (LBS) Top 21' 7.38" 44 43 Live
Point (LBS) Top 21' 7.38" 0 99 Live
Point (LBS) Top 21' 7.38" 268 0 Snow
Point (LBS) Top 21' 7.38" 177 270 Live
1 2 3 4
7 0 0 7 8 0 7 4 0
22 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" 2857# --
2 7' 0.000" Wall N/A N/A 3.381" 8874# --
3 14' 8.000" Wall N/A N/A 2.257" 5925# --
4 22' 0.000" Wall N/A N/A 1.526" 4005# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2220# 76# 637#
2 6484# 50# 2391#
3 3778# 711# 2148#
4 1335# 1553# 1838#
Design spans
6' 7.375" 7' 8.000" 6' 11.375"
CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
DennoRich51PhillipsPlace - Lev 12-11-14
11:07am
10 of 10
All product names are trademarks of their respective owners
Copyright (C) 2013 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.
No lateral bracing required along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5084.'# 16051.'# 31% 19.78' Odd Spans D+0.75(L+S)
Negative Moment 4308.'# 13958.'# 30% 14.67' Adjacent 2 D+L
Negative Unbrcd 4308.'# 13958.'# 30% 14.67' Adjacent 2 D+L
Shear 2749.# 6317.# 43% 6.34' Adjacent 1 D+L
TL Deflection 0.0718" 0.3474" L/999+ 18.49' Odd Spans D+0.75(L+S)
LL Deflection 0.0446" 0.2316" L/999+ 18.49' 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