The mansion

I was assigned by Mr. Lim to design the steel truss of Hajeedar bugalow. Loads were assigned as follow:

Main beam: Dead load = 18.55kN/m^2, Live load = 1.5kN/m^2
Secondary beam: Dead load = 4kN/m^2, Live load = 1.5kN/m^2
Wall: Dead load = 8kN/m

The second story was assigned with only uniform distributed roof load. Deflection was adequate. Lateral torsional buckling and plane flexural buckling was adequate as well.

An overview of Hajeedar bungalow's steel truss

The assigned dead load and live load

The deflected shape of Hajeedar bungalow's steel truss