CS 2nd floor Girder CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
FerrariBishopGorman - Level 8 2- 6-17
2:01pm
1 of 2
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: 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: 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" 1' 2.75" 604 0 Snow
Replacement Uniform (PLF) Top 0' 0.00" 1' 2.75" 512 398 Live
Replacement Uniform (PLF) Top 1' 2.75" 15' 0.00" 631 0 Snow
Replacement Uniform (PLF) Top 1' 2.75" 15' 0.00" 512 406 Live
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 607 0 Snow
Replacement Uniform (PLF) Top 15' 0.00" 16' 0.00" 512 399 Live
Point (LBS) Top 0' 4.63" 35 10 Snow
Point (LBS) Top 15' 7.38" 35 10 Snow
1 2
16 0 0
16 0 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 2.876" 9816# --
2 16' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 2.879" 9824# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 3899# 4814# 3281#
2 3899# 4821# 3283#
Design spans
15' 2.750"
Product: 1-3/4x16 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 37316.'# 67031.'# 55% 8' Total Load D+0.75(L+S)
Shear 8087.# 18354.# 44% 0.4' Total Load D+0.75(L+S)
TL Deflection 0.4346" 0.7615" L/420 8' Total Load D+0.75(L+S)
LL Deflection 0.2893" 0.5076" L/631 8' Total Load 0.75(L+S)
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
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
FerrariBishopGorman - Level 8 2- 6-17
2:01pm
2 of 2
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: 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: 16.2 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" 1' 0.00" 400 100 Live
Replacement Uniform (PLF) Top 0' 0.00" 9' 2.75" 120 30 Live
Replacement Uniform (PLF) Top 1' 0.00" 14' 9.25" 400 100 Live
Replacement Uniform (PLF) Top 9' 2.75" 16' 0.00" 120 30 Live
Replacement Uniform (PLF) Top 14' 9.25" 16' 0.00" 400 100 Live
Replacement Uniform (PLF) Top 16' 0.00" 20' 0.00" 400 100 Live
Replacement Uniform (PLF) Top 16' 0.00" 20' 6.00" 120 30 Live
Replacement Uniform (PLF) Top 20' 0.00" 32' 0.00" 400 100 Live
Replacement Uniform (PLF) Top 32' 0.00" 36' 0.00" 400 100 Live
Point (LBS) Top 20' 5.13" 0 42 Live
1 2 3
18 11 12 17 0 4
36 0 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 2.317" 5272# --
2 18' 11.750" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 5.910" 13446# --
3 36' 0.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.580" 3594# -57#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 4196# 1076#
2 10437# 3008#
3 2939# 655#
Design spans
18' 7.125" 16' 7.625"
Product: 1-3/4x16 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 20793.'# 37364.'# 55% 8.75' Odd Spans D+L
Negative Moment 23727.'# 37364.'# 63% 18.98' Total Load D+L
Shear 6581.# 10640.# 61% 18.05' Total Load D+L
TL Deflection 0.4850" 0.9297" L/460 9.22' Odd Spans D+L
LL Deflection 0.4017" 0.6198" L/555 9.22' Odd Spans L
Control: LL Deflection
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives