24D-294 CS carrying Beam CalcCS Structure™ 2016.5.1 [Build 2]
kmBeamEngine 2016.5.0.2
Materials Database 1555
ClarkRogerPark - Level 6 11- 8-16
2:35pm
1 of 1
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: CalcB1 Member Type: Beam Application: Floor
Comments: carrying beam 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: 7.3 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" 15' 8.00" 235 59 Live
Replacement Uniform (PLF) Top 0' 0.00" 15' 8.00" 235 59 Live
Replacement Uniform (PLF) Top 15' 8.00" 18' 4.00" 613 245 Live
Replacement Uniform (PLF) Top 15' 8.00" 18' 4.00" 613 245 Live
Point (LBS) Top 4' 2.00" 5216 2046 Live
Point (LBS) Top 11' 8.00" 5242 2064 Live
Point (LBS) Top 15' 8.00" 1408 306 Live
1 2 3 4
4 2 0 7 6 0 6 8 0
18 4 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 1.500" 1120# -366#
2 4' 2.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 4.939" 11236# --
3 11' 8.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 6.013" 13680# --
4 18' 4.000" Wall SPF #3/Stud 2x or 4x End-Grain (650psi) N/A 1.998" 4546# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 985# 135#
2 8505# 2731#
3 10234# 3445#
4 3426# 1121#
Design spans
3' 6.875" 7' 6.000" 6' 3.375"
Product: 1-3/4x7-1/4 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.
Review gravity uplift reaction force of 367lbs at bearing 1 and ensure that the structure can resist appropriately.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive Moment 5887.'# 8377.'# 70% 15.67' Odd Spans D+L
Negative Moment 4652.'# 8377.'# 55% 11.67' Adjacent 2 D+L
Shear 3505.# 4821.# 72% 17.63' Odd Spans D+L
TL Deflection 0.1469" 0.3141" L/513 15.12' Odd Spans D+L
LL Deflection 0.1178" 0.2094" L/639 15.12' 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