Minimum serviceability design should be applied for all members given below.
Deflestion due to service-level grabity loads
Distribution of flexural reinforcement in one-way slabs and beam to control cracking
Shrinkage and temperature reinforcement
Minimum serviceability design should be applied for all members given below.
Deflestion due to service-level grabity loads
Distribution of flexural reinforcement in one-way slabs and beam to control cracking
Shrinkage and temperature reinforcement