On which values are the cross-sectional columns reduced?

S

suatelmas

New Member
HELLO, AFTER ANALYSIS, COLUMNS THAT DO NOT SAVE THE SECTION ARE SIGNED. BACKGROUND TO THAT, WHAT VALUES CAN WE MINIMIZE FOR COLUMNS WITH MUCH MORE THAN THE SECTION IS REQUIRED? DO WE HAVE A CHANCE TO SEE THE CARRIER ELEMENTS THAT DO NOT SAVE THE 2nd SECTION IN 3D IMAGE NOTE:IDE 8.5 VERSION
 
Re: PURSANTAJ 1- Look at the pursantage value in column reinforced concrete and the statically required pursantage value. If the differences between them are extreme, then you can play the dimensions. 2-After the analysis, come to the 3D screen. Right click. Enter analysis model, click reinforced concrete design tab there, tick all deficiencies . You will see unsaved objects in red.
 
You must log in or register to reply here.
Back
Top