CS 2ND FLOOR GIRDER CalcSCS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
1 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG4 Member Type: Girder 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: 6.0 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" 7' 2.00" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 2.00" 13 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 11' 8.25" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 11' 8.25" 27 7 Live
Replacement Uniform (PLF) Top 7' 2.00" 11' 8.25" -53 -13 Live
Replacement Uniform (PLF) Top 7' 2.00" 11' 8.25" 40 13 Live
Point (LBS) Top 0' 4.63" -47 -13 Snow
Point (LBS) Top 0' 4.63" 0 5 Live
Point (LBS) Top 0' 4.63" 1 96 Live
Point (LBS) Top 0' 4.63" 276 0 Snow
1 2
11 8 4
11 8 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" 784# -233#
2 11' 8.250" Wall N/A N/A 1.500" 643# -335#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 392# 229# 269#
2 462# 0# 182#
Design spans
11' 1.000"
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.
Review gravity uplift reaction force of 335lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 1650.'# 10637.'# 15% 5.93' Total Load D+L
Negative Moment 930.'# 10637.'# 8% 5.93' Total Load D+L
Shear 519.# 3948.# 13% 10.91' Total Load D+L
TL Deflection 0.0752" 0.5542" L/999+ 5.93' Total Load D+L
LL Deflection 0.0524" 0.3694" L/999+ 5.93' Total Load L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
2 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG6 Member Type: Girder 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: 6.0 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" 1' 2.75" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 4.25" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 4.25" 13 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 10' 4.75" 27 7 Live
Replacement Uniform (PLF) Top 1' 2.75" 17' 2.50" 27 7 Live
Replacement Uniform (PLF) Top 7' 4.25" 17' 2.50" -53 -13 Live
Replacement Uniform (PLF) Top 7' 4.25" 17' 2.50" 40 13 Live
Replacement Uniform (PLF) Top 10' 4.75" 14' 4.50" 27 7 Live
Replacement Uniform (PLF) Top 14' 4.50" 17' 2.50" 27 7 Live
Point (LBS) Top 0' 5.75" 0 1 Live
Point (LBS) Top 0' 5.75" 1 105 Live
Point (LBS) Top 0' 5.75" 321 0 Snow
Point (LBS) Top 0' 5.75" 171 222 Snow
Point (LBS) Top 0' 5.75" 4 586 Live
Point (LBS) Top 0' 5.75" 1391 0 Snow
1 2
17 2 8
17 2 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.332" 3061# -501#
2 17' 2.500" Wall N/A N/A 1.500" 1013# -502#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 633# 1872# 1182#
2 736# 11# 277#
Design spans
16' 7.250"
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.
Review gravity uplift reaction force of 502lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 502lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4065.'# 10637.'# 38% 8.69' Total Load D+L
Negative Moment 2087.'# 10637.'# 19% 8.69' Total Load D+L
Shear 888.# 3948.# 22% 16.16' Total Load D+L
TL Deflection 0.4120" 0.8302" L/483 8.69' Total Load D+L
LL Deflection 0.2920" 0.5535" L/682 8.69' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
3 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG7 Member Type: Girder 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: 6.0 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" 2' 10.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" 40 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 11.75" 27 7 Live
Replacement Uniform (PLF) Top 2' 10.00" 6' 9.75" 27 7 Live
Replacement Uniform (PLF) Top 6' 9.75" 17' 1.50" 27 7 Live
Replacement Uniform (PLF) Top 9' 10.25" 15' 11.75" -53 -13 Live
Replacement Uniform (PLF) Top 9' 10.25" 15' 11.75" 13 13 Live
Replacement Uniform (PLF) Top 15' 11.75" 17' 1.50" 27 7 Live
Point (LBS) Top 16' 8.75" 0 1 Live
Point (LBS) Top 16' 8.75" 1 105 Live
Point (LBS) Top 16' 8.75" 321 0 Snow
Point (LBS) Top 16' 8.75" 171 222 Snow
Point (LBS) Top 16' 8.75" 4 586 Live
Point (LBS) Top 16' 8.75" 1391 0 Snow
1 2
17 1 8
17 1 8
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" 1014# -501#
2 17' 1.500" Girder N/A N/A N/A 3041# -446#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 736# 12# 278#
2 622# 1871# 1170#
Design spans
16' 7.375"
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.
Review gravity uplift reaction force of 501lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 447lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 4069.'# 10637.'# 38% 8.53' Total Load D+L
Negative Moment 2078.'# 10637.'# 19% 8.53' Total Load D+L
Shear 894.# 3948.# 22% 16.74' Total Load D+L
TL Deflection 0.4129" 0.8307" L/482 8.53' Total Load D+L
LL Deflection 0.2924" 0.5538" L/681 8.53' 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.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
4 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG8 Member Type: Girder 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: 6.0 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" 4' 2.25" 128 51 Live
1 2
4 2 4
4 2 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" 325# --
2 4' 2.250" Girder N/A N/A N/A 325# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 225# 100#
2 225# 100#
Design spans
3' 6.125"
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 285.'# 10637.'# 2% 2.14' Total Load D+L
Shear 142.# 3948.# 3% 0.4' Total Load D+L
TL Deflection 0.0013" 0.1755" L/999+ 2.14' Total Load D+L
LL Deflection 0.0010" 0.1170" L/999+ 2.14' 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.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
5 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG9 Member Type: Girder 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: 6.0 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" 4' 7.00" 229 71 Live
1 2
4 7 0
4 7 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" 583# --
2 4' 7.000" Wall N/A N/A 1.500" 583# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 437# 146#
2 437# 146#
Design spans
3' 9.750"
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 556.'# 10637.'# 5% 2.29' Total Load D+L
Shear 280.# 3948.# 7% 0.4' Total Load D+L
TL Deflection 0.0030" 0.1906" L/999+ 2.29' Total Load D+L
LL Deflection 0.0022" 0.1271" L/999+ 2.29' Total Load L
Control: Shear
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
6 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG10 Member Type: Girder 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: 24.1 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' 10.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 9' 10.25" 40 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 11.75" 27 7 Live
Replacement Uniform (PLF) Top 2' 10.00" 6' 9.75" 27 7 Live
Replacement Uniform (PLF) Top 6' 9.75" 17' 1.50" 27 7 Live
Replacement Uniform (PLF) Top 9' 10.25" 17' 1.50" -53 -13 Live
Replacement Uniform (PLF) Top 9' 10.25" 17' 1.50" 40 13 Live
Replacement Uniform (PLF) Top 15' 11.75" 17' 1.50" 27 7 Live
Point (LBS) Top 2' 9.38" 35 5164 Live
Point (LBS) Top 2' 9.38" 12402 0 Snow
Point (LBS) Top 16' 8.75" 0 3 Live
Point (LBS) Top 16' 8.75" 18 24 Snow
Point (LBS) Top 16' 8.75" 3 341 Live
Point (LBS) Top 16' 8.75" 1041 0 Snow
1 2
17 1 8
17 1 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.912" 15289# -352#
2 17' 1.500" Girder N/A N/A N/A 4551# -351#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 805# 10496# 4793#
2 784# 2966# 1585#
Design spans
16' 7.375"
Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 4 ply PASSES DESIGN CHECKS
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Review gravity uplift reaction force of 352lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 352lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 39011.'# 50890.'# 76% 2.78' Total Load D+S
Negative Moment 1465.'# 44252.'# 3% 8.53' Total Load D+L
Shear 15239.# 18163.# 83% 0.23' Total Load D+S
TL Deflection 0.7250" 0.8307" L/274 7.7' Total Load D+S
LL Deflection 0.4808" 0.5538" L/414 7.7' Total Load S
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
7 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Control: TL 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
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
8 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG11 Member Type: Girder 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" 6' 3.00" 243 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 14' 10.38" 1 85 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 2.00" 0 1 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 2.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 2.00" 27 7 Live
Replacement Uniform (PLF) Top 6' 3.00" 14' 10.38" 248 0 Snow
Replacement Uniform (PLF) Top 14' 10.38" 15' 2.00" 1 123 Live
Replacement Uniform (PLF) Top 14' 10.38" 15' 2.00" 376 0 Snow
Point (LBS) Top 0' 4.63" 0 4 Live
Point (LBS) Top 0' 4.63" 61 18 Snow
Point (LBS) Top 0' 4.63" 1 90 Live
Point (LBS) Top 0' 4.63" 260 0 Snow
Point (LBS) Top 14' 8.25" 0 1 Live
Point (LBS) Top 14' 8.25" 1 79 Live
Point (LBS) Top 14' 8.25" 228 0 Snow
1 2
14 8 4 0 5 12
15 2 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" 2994# --
2 14' 8.250" Wall N/A N/A 1.500" 3020# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 387# 2071# 923#
2 404# 2088# 933#
Design spans
14' 3.625" 0' 3.625" (right cant)
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 9203.'# 25040.'# 36% 7.54' Odd Spans D+S
Negative Moment 21.'# 25040.'# 0% 14.69' Total Load D+S
Shear 2296.# 10898.# 21% 13.97' Total Load D+S
TL Deflection 0.4515" 0.7151" L/380 7.54' Odd Spans D+S
LL Deflection 0.3090" 0.4767" L/555 7.54' Odd Spans S
TL Defl., Rt. -0.0305" 2L/237 15.17' Odd Spans D+S
LL Defl., Rt. -0.0209" 2L/346 15.17' Odd Spans S
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
9 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
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™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
10 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG15 Member Type: Girder 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: 18.1 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' 10.69" 141 192 Live
Replacement Uniform (PLF) Top 0' 0.00" 1' 10.69" 376 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 11' 7.50" 0 38 Live
Replacement Uniform (PLF) Top 1' 10.69" 5' 1.88" 141 192 Live
Replacement Uniform (PLF) Top 1' 10.69" 5' 1.88" 376 0 Snow
Replacement Uniform (PLF) Top 5' 1.88" 11' 7.50" 79 0 Snow
Replacement Uniform (PLF) Top 5' 1.88" 11' 7.50" 215 171 Live
Point (LBS) Top 4' 4.63" 6 926 Live
Point (LBS) Top 4' 4.63" 1942 0 Snow
Point (LBS) Top 5' 3.63" 4 704 Live
Point (LBS) Top 5' 3.63" 1391 0 Snow
1 2
11 7 8
11 7 8
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" 5897# --
2 11' 7.500" Wall N/A N/A 1.500" 4418# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 929# 3573# 2325#
2 1134# 2131# 1969#
Design spans
11' 3.250"
Product: 1-3/4x11-7/8 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 19423.'# 38167.'# 50% 5.15' Total Load D+S
Shear 5280.# 13622.# 38% 0.19' Total Load D+S
TL Deflection 0.2728" 0.5635" L/495 5.81' Total Load D+S
LL Deflection 0.1606" 0.3757" L/842 5.31' 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™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
11 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG16 Member Type: Girder 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: 6.0 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" 1' 1.75" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 3.25" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 7' 3.25" 13 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 10' 3.75" 27 7 Live
Replacement Uniform (PLF) Top 1' 1.75" 14' 6.25" 27 7 Live
Replacement Uniform (PLF) Top 10' 3.75" 14' 6.25" 6 1 Live
Point (LBS) Top 0' 4.75" 0 5 Live
Point (LBS) Top 0' 4.75" 4 542 Live
Point (LBS) Top 0' 4.75" 1569 0 Snow
Point (LBS) Top 10' 2.00" 250 126 Live
1 2
14 6 4
14 6 4
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder N/A N/A N/A 2337# -304#
2 14' 6.250" Wall N/A N/A 1.500" 737# -74#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 504# 1557# 780#
2 502# 12# 234#
Design spans
13' 10.125"
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.
Review gravity uplift reaction force of 305lbs at bearing 1 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 2760.'# 10637.'# 25% 7.91' Total Load D+L
Negative Moment 770.'# 10637.'# 7% 5.14' Total Load D+L
Shear 692.# 3948.# 17% 0.3' Total Load D+L
TL Deflection 0.1971" 0.6922" L/842 7.28' Total Load D+L
LL Deflection 0.1331" 0.4615" L/999+ 7.28' 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.
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
12 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
Member Data
Description: CalcG19 Member Type: Girder 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: 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" 1' 7.25" 248 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 7.25" 112 155 Live
Replacement Uniform (PLF) Top 0' 0.00" 12' 0.50" -53 -13 Live
Replacement Uniform (PLF) Top 0' 0.00" 12' 0.50" 13 13 Live
Replacement Uniform (PLF) Top 0' 0.00" 12' 0.50" 27 7 Live
Replacement Uniform (PLF) Top 1' 7.25" 4' 3.00" 248 0 Snow
Replacement Uniform (PLF) Top 1' 7.25" 4' 3.00" 112 155 Live
Replacement Uniform (PLF) Top 4' 3.00" 8' 1.75" 124 207 Live
Replacement Uniform (PLF) Top 4' 3.00" 8' 1.75" 392 0 Snow
Replacement Uniform (PLF) Top 8' 1.75" 12' 0.50" 66 188 Live
Replacement Uniform (PLF) Top 8' 1.75" 12' 0.50" 392 0 Snow
Point (LBS) Top 8' 0.00" 73 136 Live
Point (LBS) Top 11' 7.88" 0 3 Live
Point (LBS) Top 11' 7.88" 1 171 Live
Point (LBS) Top 11' 7.88" 494 0 Snow
1 2 3
4 0 4 8 0 4
12 0 8
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" 463# -595#
2 4' 0.250" Wall N/A N/A 1.844" 4840# -427#
3 12' 0.500" Wall N/A N/A 1.500" 2663# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 253# -531# -41#
2 1233# 2755# 1850#
3 407# 1738# 925#
Design spans
3' 7.625" 7' 7.625"
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.
Review gravity uplift reaction force of 595lbs at bearing 1 and ensure that the structure can resist appropriately.
Review gravity uplift reaction force of 427lbs at bearing 2 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 3331.'# 24466.'# 13% 8.22' Even Spans D+0.75(L+S)
Negative Moment 3562.'# 24466.'# 14% 4.02' Total Load D+0.75(L+S)
Shear 2364.# 9081.# 26% 4.03' Total Load D+0.75(L+S)
TL Deflection 0.0307" 0.3818" L/999+ 8.16' Even Spans D+0.75(L+S)
LL Deflection 0.0191" 0.2545" L/999+ 8.14' Even Spans 0.75(L+S)
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
Keiter54EmersonWay - Level 8 1-27-21
3:49pm
13 of 13
All product names are trademarks of their respective owners
Copyright (C) 2018 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.
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