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.{ <br /> B g t <br /> EN / PROJECT: Colby Building-Typical Stud PAGE: <br /> CLIENT: DESIGN BY: <br /> STRL'(.''ri•it:N.t. EN<:IN E FRS JOB NO. : DATE: REVIEW BY: <br /> Wood Post,Wall Stud, or King Stud Design Based on NDS 2015 <br /> INPUT DATA DESIGN SUMMARY <br /> HEIGHT H= 8 ft USE: 1 -2"x 4" DOUGLAS FIR-LARCH Stud <br /> Effective Length(NDS 3.7) Le.x-x= 8 ft,(strong axis bending)/ <br /> Le,y-y= 0.5 ft,(weak axis bending) / 1.CHECK VERTICAL LOADS: is<Fc'? <br /> 457 psi < 470 psi [Satisfactory] <br /> AXIAL LOAD Por= 350 lbs 'pL'-f 1"1"".' <br /> Psi= 2050 lbs imciA L. 2.CHECK BENDING LOADS: fp<Fe? <br /> Total P= 2,400 lbs 0 -y 0 psi < 1208 psi [Satisfactory] <br /> /41 <br /> LATERAL LOAD w= 0 plf <br /> 3.CHECK INTERACTION: (4) 4., I f <I ? <br /> F= 0 lbs,at 0.25 ft,from bottom F. 1-f,/F.rt)Fn. <br /> Max Section M= 0 ft-lbs,at 8.00 ft from bottom 0.946 < 1 [Satisfactory] <br /> Max Section V= 0 's,at top end <br /> SPECIES(1=DFL,2=SP,3=LSL,4=PSL) 1 DOUGLAS FIR-LARCH / 4.CHECK SHEAR LOADS: f„<F,'? <br /> GRADE(1,2,3,4,5,016) 6 Stud l 0 psi < 180 psi [Satisfactory] <br /> SECTION 1 pcs,b= 2 In 5.MAXIMUM HORIZONTAL DEFLECTION <br /> h= 4 in A= 0.00 <br /> WET/DRY?(1=DRY,2=WET) 1 DRY <br /> ANALYSIS <br /> COLUMN BASIC DESIGN STRESSES: 1 P <br /> COMPRESSIVE STRESS Fc= 850 psi <br /> MODULUS OF ELASTICITY E= 1400 ksi <br /> BENDING STRESS(X-Axis) Fbx= 700 psi <br /> SHEAR STRESS(X-Axis) Fv= 180 psi w <br /> COLUMN PROPERTIES: <br /> STANDARD DRESSED SIZE dy= 3.50 in <br /> dx= 1.50 in <br /> AREA A = 5.25 in2 -..- F <br /> SECTION PROPERTIES Abt.x x Sx= 3.06 in' <br /> Ix= 5.36 in' <br /> LENGTH-DEPTH RATIO Le,x-x/dy= 27.4 <br /> Le,y.y/dx= 4.0 <br /> ADJUSTMENT FACTORS: Fbx Fc F5' E <br /> DURATION(NDS 2.3.2) CD i' 1.00 1.00 1.00 MODULUS OF ELASTICITY E'min= 510 ksi <br /> MOISTURE FACTOR CM 1.00 1.00 1.00 1.00 COLUMN PARAMETER c= 0.80 <br /> TEMPERATURE FACTOR Ct 1.00 1.00 1.00 1.00 BEAM PARAMETER Re= N/A <br /> INCISING FACTOR Ci 1.00 1.00 1.00 1.00 <br /> SIZE FACTOR Cr 1.50 1.15 1.00 BUCKLING VALUES <br /> FLAT USE FACTOR Cfu Fc,E = 557 psi Fte= N/A <br /> COLUMN STABILITY Cr, 0.481 Fc"= 978 psi FL;= N/A <br /> REPETITIVE(1.15 or 1.0) Cr .✓ 1.15 <br /> BEAM STABILITY CL 1.00 <br /> ADJUSTED PROPERTIES: <br /> MODULUS OF ELASTICITY E'= 1400 ksi AXIAL STRESS Fc'= 470 psi <br /> BENDING STRESS(X-Axis) Fbx'= 1208 psi SHEAR STRESS F5'= 180 psi <br /> ACTUAL STRESSES: <br /> AXIAL STRESS fc = 457.1 psi SHEAR STRESS fv = 0 psi <br /> BENDING STRESSES fbx= 0.0 psi <br /> 3 - 5 <br />