Hayden
Mechanical
- Jul 31, 2002
- 121
Hi all,
Where I went to school we used a quantity called second moment of area to give us information about a sections profile for bending calculations. (=BD³/12 for rectangular sections).
The people who wrote Pro E however, must have gone to a different school as this quantity is not displayeed in their section properties.
Is that what the Area moment of inertia is?
Cheers
Hayden
Where I went to school we used a quantity called second moment of area to give us information about a sections profile for bending calculations. (=BD³/12 for rectangular sections).
The people who wrote Pro E however, must have gone to a different school as this quantity is not displayeed in their section properties.
Is that what the Area moment of inertia is?
Cheers
Hayden