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®R <br /> COMPANY PROJECT <br /> WoodWorksOct.10,2022 14:54 Intermediate Rail Vertical <br /> Design Check Calculation Sheet <br /> Woodworks Sizer 2019(Update 4) <br /> Loads: <br /> :.cad Type Cis t r ibu_i0n 77- Lccati.cn Ind. <br /> Magnitude Jnit <br /> tern tare End Start End <br /> I,cad2 L1oE Point' 1.52 17 lU3 <br /> Maximum Reactions(lbs), Bearing Capacities(lbs)and Bearing Lengths(in): <br /> 3.042' <br /> Unfactored- <br /> Lice 8 <br /> Factored: 3 <br /> Total 8 <br /> Bearing: <br /> Capacit7 5 ti <br /> Beam SGo 84a <br /> 3uppor.t 898 <br /> Des ratio <br /> ...02 <br /> ream 0.02 <br /> O.C1 <br /> supl t 0.01 #2 <br /> Load comb 02 <br /> Len.lth 0.50" <br /> Min rc:,'d 0.50• <br /> C1. i.£0 <br /> 1.:0 <br /> Cb min 1.00 <br /> cb 1.15 <br /> ssippart 1.1" _.2a <br /> E'c su 625 <br /> 'Minimum bearing length setting used:112`for end supports <br /> Lumber-soft,diem-Fir,No.2,2-1W'x3/4" <br /> Supports:All-Timber-soft Beam.D.Fir--L No.2 <br /> Total length:3.46%Clear span:2.938':Volume=0.0 cu.ft. <br /> Incised;Lateral support:top=continuous.bottom=at supports: <br /> This section PASSES the design code check. <br /> WARNING:This CUSTOM SIZE is not in the database.Refer to online help. <br /> Analysis vs.Allowable Stress and Deflection using NDS 2018 <br /> CriteriUr dnai-sis value Design Value unit Analysis%Desi'n <br /> Shear ... 7 Fv' = 120 psi f'r/Fv' <br /> (+7 - 640 Fb' - 1020 usi fb/Fb' a 0.53 <br /> Live' Dcil'n 0.15 = L/241 0.20 - L,'19D in 0.75 <br /> -o_el De l'n 0.15 1("41 0.20 L/180 in 0.75 <br /> Additional Data: <br /> FACTORS: F,E(psi) Cr CM Ct CL cr Cfu Cr CfxL Ci LC# <br /> Fv' .i.`.' 1.00 1.00 1.00 - - - - .1.00 `.SO 2 <br /> L,+ _`.0 l.OD 1.00 1.00 1.000 1.50.7 1.00 1.00 1.DO 0.s0 C <br /> r CD' 405 - 1.00 i.00 - - - -- 1.DD 1.00 - <br /> E' 1.3 :illicr. 1.00 1.010 - - - 1.00 0.95 <br /> CRITICAL LOAD COMBINATIONS: <br /> Shear LC fit ^` L <br /> sending{+): L-_ 32 L <br /> Deflection: LC 12 - L (live) <br /> 12 = L (total) <br /> 0-raring : support 1 - LC 42 = L <br /> support 2 •- LC t2 = L <br /> L=1ive <br /> All LC's are listed in the Analysis output <br /> Load corthinations: ASD basis: from ASCE 7-16 _.4 ! T-8C -OIS <br /> CALCULATIONS: <br /> V max m 3, 1J :lesigr. = C lbs; M(+) - 12 lbs-It <br /> Ely 0.11 lb--i.r.`,2 <br /> "Live" deflection is due to all n:>n-dead loads (live, wind, snow...] <br /> Total. deflection = 1.0 dead + "Live" <br /> Design Notes: <br /> 1.Analysis and design are in accordance with the ICC International Building Code(IBC 2018)and the National Design Specification(NDS 2018),using Allowable Stress Design <br /> (ASD).Design values are from the NDS Supplement, <br /> 2.Please verify that the default defection limits are appropriate for your application. <br /> 3.Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. <br /> 12 <br />