Serviceability per ACI 318-19 §24

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

Next Topic

Maximum Permissible Calculated Deflections per ACI 318-19 with ideCAD

Related Topics

• Materials and Reduction Factors per ACI 318-19 §19, §20, and §21

• Load Factors and Combinations per ACI 318-19 with ideCAD

• Sectional Strength per ACI 318-19 §22

• Reinforcement Details per ACI 318-19 §25

• Reinforced Concrete Column Design per ACI 318-19 §10, §18