SOLVED: Simplify the 3D Dome structure into a 2D truss problem. Then, estimate the external nodal forces due to the cladding weight (assume cladding weight is 0.5 kN/m^2 purlins IPE 300). Also, consider the weight of the 3-ton lighting fixtures attached to the dome apex. Assume h = 3m, 9m, 22m.
SOLVED: Simplify the 3D Dome structure into a 2D truss problem. …
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