CS 1st floor Girder CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
FerrariBishopGorman - Level 6 2- 6-17
1:15pm
1 of 4
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: 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/480 live, L/360 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.2 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' 8.63" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 20' 3.50" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 20' 3.50" 67 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 20' 3.50" 36 166 Live
Replacement Uniform (PLF) Top 4' 8.63" 20' 3.50" 27 7 Live
Point (LBS) Top 0' 4.38" 4283 1082 Live
Point (LBS) Top 19' 11.13" 5055 0 Snow
Point (LBS) Top 19' 11.13" 4096 3364 Live
1 2
20 3 8
20 3 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 3.573" 8128# --
2 20' 3.500" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 5.830" 13264# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 5155# 656# 2972#
2 4968# 5711# 5254#
Design spans
19' 6.750"
Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Minimum 5.83" bearing required at bearing # 2
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 13511.'# 29034.'# 46% 10.15' Total Load D+L
Shear 2433.# 9310.# 26% 0.37' Total Load D+L
TL Deflection 0.6391" 0.6521" L/367 10.15' Total Load D+0.75(L+S)
LL Deflection 0.2413" 0.4891" L/973 10.15' Total Load 0.75(L+S)
Control: TL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
FerrariBishopGorman - Level 6 2- 6-17
1:15pm
2 of 4
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: 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/480 live, L/360 total
Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 24.3 PLF
Filename: C:\KMW\JOBS\
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 400 100 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 3.00" 120 30 Live
Replacement Uniform (PLF) Top 4' 0.00" 16' 0.00" 400 100 Live
Replacement Uniform (PLF) Top 16' 0.00" 17' 3.25" 400 100 Live
Point (LBS) Top 0' 3.50" 2998 655 Live
Point (LBS) Top 4' 1.25" 0 42 Live
Point (LBS) Top 17' 1.13" 10648 3018 Live
1 2
17 3 4
17 3 4
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Girder SPF #3/Stud 2x or 4x End-Grain (650psi) N/A N/A 8613# --
2 17' 3.250" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 5.319" 18150# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 6777# 1836#
2 14064# 4086#
Design spans
16' 9.625"
Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Minimum 5.32" bearing required at bearing # 2
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 19170.'# 58288.'# 32% 8.69' Total Load D+L
Shear 4062.# 15960.# 25% 0.3' Total Load D+L
TL Deflection 0.2732" 0.5601" L/737 8.69' Total Load D+L
LL Deflection 0.2078" 0.4201" L/970 8.69' Total Load L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 4 %
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
FerrariBishopGorman - Level 6 2- 6-17
1:15pm
3 of 4
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: CalcG17 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/480 live, L/360 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" 4' 6.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 6.00" 36 9 Live
Replacement Uniform (PLF) Top 0' 0.00" 10' 6.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 10' 6.00" 55 153 Snow
Replacement Uniform (PLF) Top 4' 6.00" 5' 6.00" 27 7 Live
Replacement Uniform (PLF) Top 5' 6.00" 10' 6.00" 27 7 Live
Point (LBS) Top 0' 4.63" 1 196 Live
Point (LBS) Top 0' 4.63" 408 0 Snow
Point (LBS) Top 4' 6.00" 6833 1764 Live
Point (LBS) Top 10' 1.38" 0 45 Live
Point (LBS) Top 10' 1.38" 35 10 Snow
Point (LBS) Top 10' 1.38" 0 93 Live
Point (LBS) Top 10' 1.38" 141 0 Snow
Point (LBS) Top 10' 1.38" 0 162 Live
Point (LBS) Top 10' 1.38" 149 210 Live
Point (LBS) Top 10' 1.38" 561 0 Snow
1 2 3
4 6 0 6 0 0
10 6 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 950# --
2 4' 6.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 4.453" 10130# --
3 10' 6.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.500" 1784# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 165# 510# 440#
2 7251# 343# 2879#
3 277# 871# 913#
Design spans
4' 1.375" 5' 7.375"
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 594.'# 13958.'# 4% 7.87' Even Spans D+L
Negative Moment 768.'# 13958.'# 5% 4.5' Total Load D+L
Shear 600.# 6317.# 9% 4.51' Total Load D+L
TL Deflection 0.0065" 0.1872" L/999+ 7.59' Even Spans D+0.75(L+S)
LL Deflection 0.0024" 0.1404" L/999+ 7.59' Even Spans 0.75(L+S)
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
FerrariBishopGorman - Level 6 2- 6-17
1:15pm
4 of 4
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