23C-110 CS main carrying Beam CalcCS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 6 4-10-17
11:49am
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: CalcB18 Member Type: Beam 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: 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" 6' 8.00" 140 35 Live
Replacement Uniform (PLF) Top 0' 0.00" 11' 8.00" 260 65 Live
Replacement Uniform (PLF) Top 6' 8.00" 24' 8.00" 260 65 Live
Replacement Uniform (PLF) Top 11' 8.00" 20' 8.00" 180 45 Live
Replacement Uniform (PLF) Top 20' 8.00" 39' 0.00" 260 65 Live
Replacement Uniform (PLF) Top 24' 8.00" 29' 0.00" 140 35 Live
Replacement Uniform (PLF) Top 29' 0.00" 38' 0.00" 140 35 Live
Replacement Uniform (PLF) Top 38' 0.00" 40' 0.00" 140 35 Live
Replacement Uniform (PLF) Top 39' 0.00" 40' 0.00" 260 65 Live
Point (LBS) Top 0' 4.63" 2 233 Live
Point (LBS) Top 0' 4.63" 558 0 Snow
Point (LBS) Top 6' 10.25" 6887 3227 Live
Point (LBS) Top 6' 10.75" 0 324 Live
Point (LBS) Top 6' 10.75" 2132 572 Live
Point (LBS) Top 11' 6.50" 257 175 Live
Point (LBS) Top 20' 9.50" 257 175 Live
Point (LBS) Top 24' 5.25" 0 324 Live
Point (LBS) Top 24' 5.25" 2627 764 Live
Point (LBS) Top 24' 5.75" 8743 3923 Live
1 2 3 4 5 6
6 8 0 9 0 0 9 0 0 7 8 0 7 8 0
40 0 0
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall Steel N/A 1.500" 1780# --
2 6' 8.000" Wall Steel N/A 7.116" 18679# --
3 15' 8.000" Wall Steel N/A 2.428" 6374# --
4 24' 8.000" Wall Steel N/A 8.391" 22028# --
5 32' 4.000" Wall Steel N/A 1.740" 4568# --
6 40' 0.000" Wall Steel N/A 1.500" 1676# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Snow Dead
1 1222# 558# 445#
2 13428# 0# 5251#
3 4999# 0# 1375#
4 15911# 0# 6117#
5 3701# 0# 867#
6 1355# 0# 322#
Design spans
6' 3.375" 9' 0.000" 9' 0.000" 7' 8.000" 7' 3.375"
CS Structure™ 2016.11 [Build 16]
kmBeamEngine 2016.9.0.3
Materials Database 1557
BottJeffCaronDeal - Level 6 4-10-17
11:49am
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.
Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS
Minimum 8.39" bearing required at bearing # 4
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 3931.'# 13958.'# 28% 20.68' Odd Spans D+L
Negative Moment 5584.'# 13958.'# 40% 15.67' Adjacent 2 D+L
Shear 2767.# 6317.# 43% 15.22' Adjacent 2 D+L
TL Deflection 0.0926" 0.4500" L/999+ 20.17' Odd Spans D+L
LL Deflection 0.0805" 0.3000" L/999+ 20.17' Odd Spans L
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