Mohamed Maher
Structural
- Dec 31, 2017
- 132
Hi all,
Is there any reference from American code that column splice should be designed for minmum straining actions as a ratio from column capacity.
And if there is compression force on the column should it be neglected for better conservative design or should be considered.
Thanks
Maher
Is there any reference from American code that column splice should be designed for minmum straining actions as a ratio from column capacity.
And if there is compression force on the column should it be neglected for better conservative design or should be considered.
Thanks
Maher