Project 2

Aim : Modelling and design of PEB ware house using staad

Building inputs

Length - 169.35 m

Width - 59.45 m

Height - 9.2 m

Roof slope - 1:20

Loadings ,

Total Dead load considered for roof , DL = 0.124kN/m2 x 8.025m = 1.0 kN/m

Bay spacing = 8.025 m

Total live load considered for roof , LL = 0.6 kN/m

Colateral load for roof = 0.8 kN/m

seismic load as per IS 1893-2016 ,,

Seismic zone - 3 , Z = 0.16

RF = 4.0

I = 1.0

S.S = 3.0

Member sizes member specifications are applied in the model

Displacement utilization ratio is checked

Design parameters are applied