hi friends
i have problem in full transient analysis in ANSYS 11.0
kindly give me solution.
i have data .....
BEAM FOR IMPACT LOAD
lenth=144 inch
area=120 sq inch
moment of inrtia=1000 inch rest to four
depth=10 inch
elastic modulas=3605 kips per sq inch
density of material=8.6805E-5 kips per cubic inch
FOR SOLUTION..(force 23.8 kips is linearly decreases from time = 0 to 0.042 at centre of the beam)
at time = 0 sec , force = -23.8 kips
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