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Uniformly Loaded Floor Beam( 94 UBC (91 NDS)1 Ver. V4610657 <br />Bv: Impression Design , on: 10-04-2006 <br />Proiect: Koss - Location: for Paul Bartiow: atlic bm abv m bed <br />Summary: <br />N 12 0 FT / 24F-V4 - VISUALLY GRADED WESTERN SPS - Dry Use <br />3.1251Nx7.501 x <br />Seclion Adequale By: 1.5% Controlling Faclor: Moment of inertia <br />DeFlections: <br />Dead Load: <br />Live Load: <br />Total Load: <br />Reactions (Each End): <br />Live Load: <br />Deac Load: <br />Total Load: <br />Bearinq Lenpth Reqd.: <br />Camber Reqd.: <br />Beam Data: <br />Snan: <br />Mazimum Unbraced Span: <br />Live Load �eflect. Critena: <br />Total Load Deflect. Criteria: <br />Camber Adjustment Fador: <br />DLD= 0.27 IN <br />LLD= 0.32 IN = U449 <br />TLD= 0.59 IN = L/244 <br />RL= 816 LB <br />RD= 687 LB <br />RT= 1503 l8 <br />BL= 0.74 IN <br />C= 0.41 IN <br />L= 12.0 FT <br />Lu= 12.0 FT <br />IJ 360 <br />U 240 <br />CAF= 1.5 X OLD <br />Floor Loadinp. DL= <br />Floor Dead Load: LL1= <br />Side One: Floor Live Load: ��_ <br />Tributary Load Span(Side One): LL2= <br />Side Two: Floor Live Load: �2_ <br />Tributarv Load Span(Side Two): Cd= <br />Live Load Duration Faclor: WALL= <br />Wall Load: LLave= <br />Averag2 Uniform Live Load. <br />6eam Loadina: �y�_ <br />Beam Total Live Load: BSW_ <br />Beam Self Weiqhl: Wp= <br />Beam Total Gead Load: WT_ <br />Total Maximum Load: wTcont= <br />Controllinq Total Desiqn Load: <br />Properties For: 24F-V4- VISUALLY GRADED WESTERN SPS Fb= <br />Bendinq Siress' Fv= <br />Shear Stress: Ex= <br />Modulus of Elasticity: E�_ <br />Stress Perpendicular to Grain: <br />Adjusted Properties: <br />Fb' (Tension): <br />Adjuslmenl Factors: Cd=1.00 CI=0.96 <br />Fv': <br />Adiustment Factors: Cd=7.00 <br />Desic�n Requirements: <br />Naximum Momenl: <br />Shear ( a(�, d from beam end): <br />Comparisons Wilh Required Seclions: <br />Section A9odulus: <br />Area: <br />Moment of Inertia: <br />Fc�erp= <br />8 <br />10 <br />6.8 <br />10 <br />6.8 <br />1.00 <br />0 <br />10 <br />136 <br />6 <br />114 <br />250 <br />250 <br />2400 <br />190 <br />1800000 <br />1600000 <br />650 <br />Fb'= 2300 <br />Fv'= 190 <br />M= 4509 <br />V= 1346 <br />Sreq= <br />S= <br />Areq= <br />A= <br />�req= <br />23.6 <br />29.2 <br />10.7 <br />23.4 <br />108 3 <br />10� 8 <br />PSF <br />PSF <br />FT <br />PSF <br />FT <br />PLF <br />PSF <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />FT-LB <br />LB <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />