EUROCODE 2
EUROCODE 2 | |
Bending with or without axial force Checking Limit State at Failure under bending and axial force in rectangular sections according to clause 6.1 | |
Shear ultimate limit state Verification of the shear resistance in members with or without shear reinforcement, according to clause 6.2 | |
Shear strength in concrete joints Checking shear resistance at the interface between concrete cast at different times, according 6.2.5 | |
Crack width and Stress limitation Calculation of crack width and stress limitation to check the serviceability limit state, according to clause 7 | |
Lap length of reinforcements Calculation of Lap length of reinforcements in concrete according to clause 8.7 | |
Anchorage of longitudinal reinforcement Calculation of Design anchorage length according to clause 8.4 | |
Minimum longitudinal reinforcement Minimum and maximum longitudinal reinforcement areas in members, according to clause 9 and 7.3.2 | |
Minimum shear reinforcement Minimum shear or transverse reinforcement in members, according to clause 9 |