insburak355
New Member
GOOD DAY I HAVE A STEEL CONSTRUCTION PROJECT I HAVE COLUMNS CONSISTING OF PROFILES (CONNECTED TO THE SINGLE FOUNDATION WITH ANCHORAGES) I WILL BUILD SINGLE FOUNDATION BELOW. I THINK I CAN AFFECT THE POINT LOAD FROM THE SINGLE BASE, I THINK, I CAN AFFECT THE POINT LOAD FROM THE COLUMN IN THE PROGRAM, BUT HOW DO I TRANSFER THE MOMENTS FROM THE SINGLE BASE TO THE SINGLE BASE? THANKS