Maximum Bar Spacing for Crack Control - Eurocode 2
Practical Design to Eurocode 2. Design crack width is w k Note: slabs ≤ 200mm depth are OK if As,min is provided. Calculation Crack control. The numerical results have been verified by analytical calculations based on. The aim is to achieve reduced crack widths by analysing. EUROCODE 2 WORKED EXAMPLES. For writing a Eurocode, like EC-2. EXAMPLE 7.3 EVALUATION OF CRACK AMPLITUDE.
Maximum Bar Spacing for Crack Control - Eurocode 2
Crack Width Calculation
Hi,
Does any of you have an idea how the values from Table 7.3N: Maximum bar spacing for crack control found in Eurocode 2 were derived?
As shown on the table, the assumption for concrete cover is 25mm but I would like to create a new table for 50mm.
The parameters used and the assumptions given were not enough to solve the values using the crack width calculation in Sec. 7.3.4.
Thanks in advance!
Does any of you have an idea how the values from Table 7.3N: Maximum bar spacing for crack control found in Eurocode 2 were derived?
As shown on the table, the assumption for concrete cover is 25mm but I would like to create a new table for 50mm.
The parameters used and the assumptions given were not enough to solve the values using the crack width calculation in Sec. 7.3.4.
Thanks in advance!