CS 11ft 9 in joist CalcCS Structure™ 2018.9 [Build 16]
kmBeamEngine 2018.9.0.1
Materials Database 1572
KeiterParkHouseDeck - Level 8 12-16-20
7:25am
1 of 1
All product names are trademarks of their respective owners
Copyright (C) 2018 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: CalcA1 Member Type: Joist Application: Floor
Comments: Joist calc Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC/IRC
Live Load: 100 PSF Deflection Criteria: L/360 live, L/240 total 1.250" max. LL
Dead Load: 10 PSF Deck Connection: Glued & Nailed
Filename: C:\KMW\JOBS\
1 2
11 9 2
11 9 2
Bearings and Reactions
Input Min Gravity Gravity
Location Type Material Length Required Reaction Uplift
1 0' 0.000" Wall SPF Plate (425psi) N/A 1.500" 630# --
2 11' 9.125" Girder SPF Plate (425psi) N/A N/A 630# --
Maximum Load Case Reactions
Used for applying point loads (or line loads) to carrying members
Live Dead
1 573#(573plf) 57#(57plf)
2 573#(573plf) 57#(57plf)
Design spans
11' 5.500"
Product: SYP (PT MCA) #1 2 x 10 12.0" O.C.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 1805.'# 2152.'# 83% 5.78' Total Load D+L
Shear 545.# 1619.# 33% 0.06' Total Load D+L
LL Deflection 0.2306" 0.3819" L/596 5.78' Total Load L
TL Deflection 0.2537" 0.5729" L/542 5.78' Total Load D+L
Control: Positive Moment
DOLs: Live=100% Snow=115% Roof=125% Wind=160%
Design assumes a repetitive member use increase in bending stress: 15 %
This member has been designed in accordance with NDS 2012
Minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design.