Project 1
PROJECT-1 MAIN FRAME
LOAD CALCULATION
DEAD LOAD ON THE FRAME BAY SPACING 10mts = 0.14x10=1.4KN/M
LIVE LOAD ON THE FRAME BAY SPACING 10mts=0.15x10= 1.5KN/M
COLLATERAL LOAD = 0.15 x 10=1.5KN/M
SEISMIC LOAD ACCORDING TO DATA GIVEN zone =3 soil type 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.
PROJECT-1 GABLE FRAME
LOAD CALCULATION
DEAD LOAD ON THE FRAME BAY SPACING 10mts = 0.14x10=1.4KN/M
LIVE LOAD ON THE FRAME BAY SPACING 10mts=0.15x10= 1.5KN/M
COLLATERAL LOAD = 0.15 x 10=1.5KN/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 = 28500/180=158.3
RESULT = Structure is safe in lateral and vertical deflection.
NOTE- STAAD FILE OF MAIN FRAME AND GABLE FRAME IS ATTACHED BELOW