CS 2nd floor girder CalcsCS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
DadmunTomZoll - Level 8 6- 4-19
4:53pm
1 of 3
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG3 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: 5.6 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' 10.50" 263 66 Live
Replacement Uniform (PLF) Top 4' 10.50" 5' 10.50" 263 66 Live
Replacement Uniform (PLF) Top 5' 10.50" 7' 10.50" 263 66 Live
Replacement Uniform (PLF) Top 7' 10.50" 8' 10.50" 263 66 Live
1 2
8 10 8
8 10 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 1403# --
2 8' 10.500" Girder SPF Plate (425psi) N/A N/A 1403# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 1103# 299#
2 1103# 299#
Design spans
8' 4.875"
Product: Spruce-Pine-Fir #2 2 x 10 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 2948.'# 3431.'# 85% 4.38' Total Load D+L
Shear 1145.# 2498.# 45% 7.87' Total Load D+L
LL Deflection 0.1065" 0.2802" L/947 4.38' Total Load L
TL Deflection 0.1354" 0.4203" L/745 4.38' Total Load D+L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2012
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
DadmunTomZoll - Level 8 6- 4-19
4:53pm
2 of 3
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
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: 5.6 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' 2.75" 263 66 Live
Replacement Uniform (PLF) Top 1' 2.75" 3' 2.75" 263 66 Live
Replacement Uniform (PLF) Top 3' 2.75" 4' 0.00" 263 66 Live
Replacement Uniform (PLF) Top 4' 0.00" 9' 3.50" 263 66 Live
Point (LBS) Top 0' 4.63" 0 69 Live
Point (LBS) Top 0' 4.63" 1 126 Live
Point (LBS) Top 0' 4.63" 389 0 Snow
1 2
9 3 8
9 3 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 1658# --
2 9' 3.500" Wall SPF Plate (425psi) N/A 1.500" 1457# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1147# 389# 506#
2 1146# 0# 311#
Design spans
8' 8.750"
Product: Spruce-Pine-Fir #2 2 x 10 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 3179.'# 3431.'# 92% 4.75' Total Load D+L
Shear 1199.# 2498.# 48% 8.68' Total Load D+L
LL Deflection 0.1238" 0.2910" L/846 4.75' Total Load L
TL Deflection 0.1574" 0.4365" L/665 4.75' Total Load D+L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2012
CS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
DadmunTomZoll - Level 8 6- 4-19
4:53pm
3 of 3
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.
Doug Hodgins
rk Miles Inc.
21 West St.
West Hatfield Ma.
Member Data
Description: CalcG5 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" 6' 10.50" 188 63 Live
Replacement Uniform (PLF) Top 6' 10.50" 17' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 6' 10.50" 17' 0.00" 27 7 Live
Point (LBS) Top 7' 0.25" 1132 343 Live
Point (LBS) Top 16' 7.38" 1 175 Live
Point (LBS) Top 16' 7.38" 329 0 Snow
1 2
17 0 0
17 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 2536# --
2 17' 0.000" Wall SPF Plate (425psi) N/A 1.500" 1737# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1815# 0# 721#
2 1094# 329# 644#
Design spans
16' 5.250"
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 11076.'# 33189.'# 33% 7.02' Total Load D+L
Shear 2270.# 11845.# 19% 0.19' Total Load D+L
TL Deflection 0.3224" 0.8219" L/611 8.4' Total Load D+L
LL Deflection 0.2317" 0.5479" L/851 8.4' 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