HotPotato69
Civil/Environmental
I'm struggling to define the use of the modification factor K12 in timber design and what it accounts for.
Can you guys explain it or point me in the right direction?
I know that its based on the modulus of elasticity and slenderness factor but I have no idea why exactly its needed or what it accounts for,
Can you guys explain it or point me in the right direction?
I know that its based on the modulus of elasticity and slenderness factor but I have no idea why exactly its needed or what it accounts for,