25C-242 CS Beam CalcCS Structure™ 2.10.1 [Build 1]
kmBeamEngine 4.13.4.1
Materials Database 1527
BruursmeaNathaniel239BridgeSt 6- 3-15
3:53pm
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2015 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: CalcB10 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: 7.2 PLF
Filename: Q:\Bruursmea
Other Loads
Type
(Description) Side Begin End
Trib.
Width
Other
Start End
Dead
Start End Category
Replacement Uniform (PLF) Top 0' 0.00" 7' 4.75" 200 50 Live
Replacement Uniform (PLF) Top 7' 4.75" 11' 1.50" 365 91 Live
Point (LBS) Top 0' 4.63" 0 71 Live
Point (LBS) Top 7' 6.25" 599 132 Live
Point (LBS) Top 10' 8.88" 0 64 Live
1 2 3
7 4 12 3 8 12
11 1 8
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall N/A N/A 1.500" 814# --
2 7' 4.750" Wall N/A N/A 1.753" 2971# --
3 11' 1.500" Wall N/A N/A 1.500" 705# -103#
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 582# 232#
2 2350# 622#
3 560# 144#
Design spans
7' 0.125" 3' 4.125"
Product: SYP (PT) #1 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 1071.# 4635.# 23% 3.19' Odd Spans D+L
Negative Moment 1279.# 4635.# 27% 7.4' Total Load D+L
Shear 886.# 3238.# 27% 6.69' Total Load D+L
LL Deflection 0.0194" 0.2337" L/999+ 3.54' Odd Spans L
TL Deflection 0.0242" 0.3505" L/999+ 3.54' Odd Spans D+L
Control: Negative Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
This member has been designed in accordance with NDS 2005