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i want to know the method!!

over 11 years ago
Nitish kam...
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one end is fixed other end is free
over 4 years ago
Sandesh hi...
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i need other subjects to unlock
almost 11 years ago
Srija
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effective length for this type of beam is 2l hence this is ans
about 11 years ago
Milan Vach...
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this is from buckling, and its easy only put 2L .
over 11 years ago
Manish Vis...
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free at top and fixed at bottam length is 2L and whn we squre the 2L it is 4lsqure...
over 11 years ago
Manish Vis...
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ans is 4.critical load of column is based on end conditions of the column ie effective length of column..6 cases are there for the column load formula.u have to remember these cases.
over 11 years ago
Anand shiv...
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take moment due to load p on the top free end,a d.e will arrive which you will have to solve applying b.c's..and proceed..the derivation is very tidious
over 11 years ago
Gourab ban...
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