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CS I joist Rafter CalcCS Structureâ„¢ 2016.11 [Build 16] kmBeamEngine 2016.9.0.3 Materials Database 1557 WrightBuildersRevocableTrust -10-17-17 3:20pm 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: CalcA1 Member Type: Joist Application: Roof Comments:Top Lateral Bracing: Continuous Slope: 9.00 / 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 35 PSF Deflection Criteria: L/240 live, L/180 total Dead Load: 10 PSF Deck Connection: Nailed Filename: C:\KMW\JOBS\ 1 2 14 1 12 14 1 12 10 7 5Bearings 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" 429# -- 2 14' 1.750" Half-Wall SPF Plate (425psi) N/A 1.500" 429# -- Maximum Load Case Reactions Used for applying point loads (or line loads) to carrying members Snow Dead 1 316#(237plf) 113#(85plf) 2 316#(237plf) 113#(85plf) Design spans 16' 11.125" Product: 11-7/8" AJS 20 16.0" O.C.PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 1452.'# 5060.'# 28% 7.16' Total Load D+S Shear 343.# 1713.# 20% 0' Total Load D+S End Reaction 429.# 1397.# 30% 0' Total Load D+S TL Deflection 0.2112" 1.1285" L/961 7.16' Total Load D+S LL Deflection 0.1556" 0.8464" L/999+ 7.16' Total Load S Control: Max End React. DOLs: Live=100% Snow=115% Roof=125% Wind=160%