RunDesignBeam004

RunDesignBeam004 - inch allowable deflexion...

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% Patel, 02Sep2010 % RunDesignBeam004.m % function RunDesignBeam1 f % INPUT DATA L=30*12; % inch, span length w=10000/12; % lbf/inch, loading Emod = 29e6; % psi, modulus of elasticity for steel StressYield = 60000; %psi, yield stress FactorStressAllow = 0.6; %nondimensional DeflexionAllow = 0.1;
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Unformatted text preview: % inch, allowable deflexion DensityBeamMaterial = 490/12^3; % psi, steel b= 20; h= 37; h % Calculated Values StressAllow = StressYield * FactorStressAllow; S [ UCStress, UCDeflexion ] = DesignBeam1 (w, L, b, h, Emod, DensityBeamMaterial, StressAllow, DeflexionAllow );...
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This note was uploaded on 03/28/2011 for the course CAE 311 taught by Professor Himn during the Spring '11 term at SJVCS.

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