attached file ( displacement)
Attached file ( my load system)
Hey guys. I have frame structure using HEB 300 all bars. When i calculate the displacement ( see attached file) i get a displacement of all bars 28 mm which seems very unlikely. I think i have done something, do you have any idea of what?
Because when i use a simplified method and calculating the deflection manually of the column using the formular 1/8*M_0*l^2/E*I i get a deflection of 6,27 which should be worse than 28 mm but isnt.
Thanks in advance.
for your equation (1/8*M_0*l^2/E*I)
show me how to get this value 6,27 mm for hight 6 m or 3 m give me detailed pic because i didn't understand this equation
or you can show displacement equation by octopus for me I had never tried It