Partial concrete casting

T

teknikisler

New Member
Monolithic pouring of concrete is essential in reinforced concrete construction. But in practice, partial concrete pouring is done especially in the countryside. After the columns are poured first, beams and floors are completed later. For these cases, it is written that TS 500 8.1.7 Friction shear control should be done. Can we do this account and control in İdecad?
 
Friction Shear calculation is made for panel objects in the program. It can be reported by ticking the Friction Shear line in the Optional Report dialog.
 
You must log in or register to reply here.
Back
Top