Eurocode 2-2: 05 or IRC:112-2011
Quasi -permanent
Select load combination classified for Quassi -permanent according to Table7.1 N.
Frequent
Select load combination classified for Frequent according to Table7.1 N.
Characteristic
Select load combination classified for Frequent.
Note
This field is necessary for calculation of Crack width.
BS 5400-4:1990
For the cracking control for prestressed concrete, the load combinations considered for the appropriate category should be as follows:
a) Class 1 under load combination 1
b) Class 2 or Class 3 for load combinations 2 to 5
Combination 1
Select load combination classified for combination 1 of serviceability limit state.
Combination 2 to 5
Select load combination classified for combination 2 to 5 of serviceability limit state.
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