11A-093 1st floor Beam CalcCS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:13pm
1 of 2
All product names are trademarks of their respective owners
Copyright (C) 2013 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: CalcB7 Member Type: Beam Application: Floor
Comments:Top Lateral Bracing: Continuous
Bottom Lateral Bracing: (See Below)
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: 17.6 PLF
Filename: Q:\JazabEd40
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" 1388 353 Live
Replacement Uniform (PLF) Top 2' 10.00" 8' 10.00" 1388 353 Live
Replacement Uniform (PLF) Top 8' 10.00" 9' 4.00" 1388 353 Live
Replacement Uniform (PLF) Top 9' 4.00" 9' 5.13" 1388 353 Live
Replacement Uniform (PLF) Top 9' 5.13" 9' 5.94" 1388 353 Live
Replacement Uniform (PLF) Top 9' 5.94" 9' 9.81" 1388 352 Live
Replacement Uniform (PLF) Top 9' 9.81" 10' 3.50" 1388 338 Live
Replacement Uniform (PLF) Top 10' 3.50" 10' 10.00" 679 137 Live
Replacement Uniform (PLF) Top 10' 10.00" 12' 10.50" 679 136 Live
Replacement Uniform (PLF) Top 12' 10.50" 13' 4.00" 679 136 Live
Replacement Uniform (PLF) Top 13' 4.00" 15' 10.00" 329 69 Live
Replacement Uniform (PLF) Top 15' 10.00" 16' 1.25" 329 67 Live
Replacement Uniform (PLF) Top 16' 1.25" 16' 7.00" 329 73 Live
Replacement Uniform (PLF) Top 16' 7.00" 16' 8.75" 761 182 Live
Replacement Uniform (PLF) Top 16' 8.75" 16' 10.19" 761 185 Live
Replacement Uniform (PLF) Top 16' 10.19" 17' 2.06" 761 190 Live
Replacement Uniform (PLF) Top 17' 2.06" 17' 2.88" 761 190 Live
Replacement Uniform (PLF) Top 17' 2.88" 17' 4.00" 761 190 Live
Replacement Uniform (PLF) Top 17' 4.00" 18' 0.75" 761 190 Live
Replacement Uniform (PLF) Top 18' 0.75" 19' 6.75" 761 190 Live
Replacement Uniform (PLF) Top 19' 6.75" 22' 4.00" 761 190 Live
Replacement Uniform (PLF) Top 22' 4.00" 22' 10.25" 703 176 Live
Replacement Uniform (PLF) Top 22' 10.25" 29' 4.25" 703 176 Live
Replacement Uniform (PLF) Top 29' 4.25" 30' 4.00" 703 176 Live
Point (LBS) Top 10' 3.50" 261 112 Live
Point (LBS) Top 10' 11.25" 0 114 Live
Point (LBS) Top 13' 2.25" 25 51 Live
Point (LBS) Top 13' 2.25" 1088 0 Snow
Point (LBS) Top 13' 2.25" 1174 995 Live
Point (LBS) Top 15' 8.75" 0 114 Live
Point (LBS) Top 16' 8.75" 1447 700 Live
Point (LBS) Top 19' 7.75" 290 483 Live
1 2 3 4
13 4 0 3 3 0 13 9 0
30 4 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 2.323" 9148# --
2 13' 4.000" Wall N/A N/A 5.647" 22237# --
3 16' 7.000" Wall N/A N/A 3.881" 15282# -3118#
4 30' 4.000" Wall N/A N/A 1.500" 5101# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 7212# 0# 1936#
2 18092# 1088# 4145#
3 12847# 0# 2435#
4 3971# 0# 1130#
CS Structure™ 2.06.13[Build 1]
kmBeamEngine 4.6.1.0
Materials Database 1492
JazabEd40ChestnutAveLeeds11251 12- 5-14
1:13pm
2 of 2
All product names are trademarks of their respective owners
Copyright (C) 2013 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.
Design spans
12' 11.375" 3' 3.000" 13' 4.375"
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 limits maximum unbraced length to 3.00' on the bottom chord
Review gravity uplift reaction force of 3119lbs at bearing 3 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 23800.'# 33189.'# 71% 5.56' Odd Spans D+L
Negative Moment 27484.'# 33189.'# 82% 13.33' Adjacent 1 D+L
Negative Unbrcd 27484.'# 30193.'# 91% 13.33' Adjacent 1 D+L
Shear 10571.# 11845.# 89% 12.69' Adjacent 1 D+L
TL Deflection 0.4084" 0.6474" L/380 6.21' Odd Spans D+L
LL Deflection 0.3210" 0.4316" L/483 6.21' Odd Spans L
Control: Negative Unbrcd
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