Project 1

MAIN FRAME

LOAD CALCULATION

Dead load on the frame bay spacing 10 m = 0.14x10 = 1.4 kN/m

Live load on the frame bay spacing 10m = 0.15x10 = 1.5 kN/m

Collateral load = 0.15x10 = 1.5 kN/m

Seismic load according to the data

Given , Zone = 3 and soil type is hard soil

Crane load calculation

Utilization ratio

Displacement of the structure

Deflection limits

Lateral Deflection = height / 150 = 68.33

Vertical Deflection = span/180 = 28500/180 = 158.3

Result , Structure is safe in lateral and vertical deflection

GABLE FRAME

LOAD CALCULATION

Dead load on the frame bay spacing = 0.14x10 = 1.4 kN/m

Live load on the frame bay spacing 10m = 0.15x10 = 1.5 kN/m

Collateral load = 0.15x10 = 1.5 kN/m

Crane load calculation is as in the main frame

Utilization ratio

Displacement of the structure

Deflection limits

Lateral Deflection = height / 150 = 68.33

Vertical Deflection = span/180 = 158.3

Result , Structure is safe in lateral and vertical deflection