A beam of uniform rectangular section 100 mm wide and 240 mm deep is simply supported at its ends. It carries a uniformly distributed load of 9.125 KN/m run over the entire span of 4m. Find the deflection at the centre of E= 1.1×10^4 N/mm^2
Given quantities:
"W=9.125*10^3\\frac{N}{m}"
"L=4m"
"E=1.1*10^4 \\frac{N}{mm^2}=1.1*10^10\\frac{N}{m}"
"b = 10^{-1}m"
"h=0.24m"
"x-?"
"y-?"
"x=\\frac{WL^2}{6EI}=\\frac{12*WL^2}{6Ebh^3}=2\\frac{WL^2}{Ebh^3}=2*\\frac{9.125*10^3*16}{1.1*10^{10}*0.1*(0.24)^3}=19.2mm"
"y=\\frac{WL^2}{8EI}=\\frac{12*WL^2}{8Ehb^3}=1.5\\frac{WL^2}{Ehb^3}=14.4mm"
Comments
Leave a comment