Given: (Unless specified specifically below, use the data gi…
Given: (Unless specified specifically below, use the data given here for this question Beam Length in Feet: 20 Carrying a Point Load of : 150,000 Lbs Maximum allowable deflection is: L/ 360 The specified steel yield (psi) of: 50,000 E is 29,000,000 Given the formulas: Fb = 2/3 steel Yield Point Load Mmax = P*L/4 Uniform Load Mmax= W*L/8 S required = Mmax*12/Fb Uniform load deflection = 5WL^3 384ED Point Load deflection = PL^3 48ED Point Load: R=Vmax= P/2 Uniform Load: R=Vmax = W/2 Web shear = Vmax / (Webthickness * Beam Height) If “P” is 100,000 than Vmax is ______?
Read Details