Learn from yesterday, live for today, hope for tomorrow. The important thing is not to stop questioning.
Albert Einstein
- DIET is planning of a technical event in the month of Sept-13
- clauses of the event are as attached here with
- RIGOR AIDIFIUM event clause – 24.8.13
kckoradia 
to find whether polar moment inertia or M.I. in stiffness test in event?
Only moment of inertia.
Fc = Allowable compression parallel to grain
Cp = Column stability factor
explain these terms ? is this terms useful in in stiffness test in event?
Strong in tension when force is parallel to fiber.
Word is fiber and not grain in wood.
Here it is more benificial to increase lever arm rather to increase stiffness.
sir we have calculate MI for 8 columns (4 rectangulatr & 4 circular). for rectangular column 3×2.5. & for circular d=4. so total MI is 65.89 cm^4.
it is true?
can we start our model?
sir, how to creat oid structural like rajmahel , kilas,etc.
to used with big rockrs in places of rcc