23C-110 CS 1st floor Girder CalcsCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 6 4-10-17
11:47am
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: CalcG2 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: 14.1 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" 16' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 657 191 Live
Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 0 81 Live
Replacement Uniform (PLF) Top 16' 0.00" 20' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 16' 0.00" 20' 0.00" 557 178 Live
Point (LBS) Top 0' 4.63" 10 2179 Live
Point (LBS) Top 0' 4.63" 3150 0 Snow
Point (LBS) Top 0' 4.63" 30 266 Live
Point (LBS) Top 0' 4.63" 313 0 Snow
Point (LBS) Top 15' 10.25" -305 141 Live
Point (LBS) Top 19' 7.38" 0 324 Live
Point (LBS) Top 19' 7.38" 148 988 Live
Point (LBS) Top 19' 7.38" 1540 0 Snow
1 2 3
7 0 0 13 0 0
20 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 3.137" 7000# --
2 7' 0.000" Wall SPF Plate (425psi) N/A 5.856" 13065# --
3 20' 0.000" Wall SPF Plate (425psi) N/A 2.985" 6661# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2186# 3463# 2763#
2 9171# 0# 3973#
3 3598# 1540# 2894#
Design spans
6' 7.375" 12' 7.375"
Product: 1-3/4x9-1/4 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS
Minimum 5.86" 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 13431.'# 20704.'# 64% 14.57' Even Spans D+L
Negative Moment 14838.'# 20704.'# 71% 7' Total Load D+L
Shear 6706.# 9227.# 72% 7.01' Total Load D+L
TL Deflection 0.4822" 0.6307" L/313 13.94' Even Spans D+L
LL Deflection 0.3464" 0.4205" L/436 13.94' Even Spans L
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 6 4-10-17
11:47am
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.
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™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 6 4-10-17
11:47am
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: 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: 14.1 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" 4' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 4' 0.00" 225 75 Live
Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 0' 0.00" 20' 0.00" 0 81 Live
Replacement Uniform (PLF) Top 4' 0.00" 20' 0.00" 27 7 Live
Replacement Uniform (PLF) Top 4' 0.00" 20' 0.00" 533 143 Live
Point (LBS) Top 0' 4.63" 0 324 Live
Point (LBS) Top 0' 4.63" 148 988 Live
Point (LBS) Top 0' 4.63" 1540 0 Snow
Point (LBS) Top 4' 1.75" 94 167 Live
Point (LBS) Top 19' 7.38" 30 266 Live
Point (LBS) Top 19' 7.38" 313 0 Snow
Point (LBS) Top 19' 7.38" 10 2179 Live
Point (LBS) Top 19' 7.38" 3150 0 Snow
1 2 3
13 0 0 7 0 0
20 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 2.443" 5452# --
2 13' 0.000" Wall SPF Plate (425psi) N/A 4.799" 10707# --
3 20' 0.000" Wall SPF Plate (425psi) N/A 2.984" 6658# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 2393# 1540# 2502#
2 7401# 0# 3306#
3 1812# 3463# 2702#
Design spans
12' 7.375" 6' 7.375"
Product: 1-3/4x9-1/4 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 10767.'# 20704.'# 52% 6.06' Odd Spans D+L
Negative Moment 12025.'# 20704.'# 58% 13' Total Load D+L
Shear 5473.# 9227.# 59% 12.37' Total Load D+L
TL Deflection 0.3844" 0.6307" L/393 6.06' Odd Spans D+L
LL Deflection 0.2671" 0.4205" L/566 6.06' Odd Spans 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