/
One-Way Slab Design per ACI 318-19 §7

One-Way Slab Design per ACI 318-19 §7

Owned by oğuzcan hadim
Last updated: Jul 31, 2024 by İsmail Hakki BESLER
1 min read

According to 7.2.1, the nonprestressed one-way slabs reinforced for flexure are designed considering slab openings, voids, and effects of concentrated loads.

Materials

Design properties for concrete and steel reinforcement are considered according to Concrete and Reinforcement Materials per ACI 318-19 with ideCAD.

Connection to other members

Slab-column joints are designed for cast-in-place structure automatically, according to Chapter 15.

Download ideCAD for ACI 318-19

Get Started for FREE Structural Engineering Software

Next Topic

One-Way Slab Design Limits per ACI 318-19 with ideCAD

Related Topics

Related content

Shear Wall Design Limits per ACI 318-19 with ideCAD
Shear Wall Design Limits per ACI 318-19 with ideCAD
Architecture & Structural Engineering
Read with this
One-Way Slab Design.
One-Way Slab Design.
Architecture & Structural Engineering
More like this
Two-Way Slab Design per ACI 318-19 §8
Two-Way Slab Design per ACI 318-19 §8
Architecture & Structural Engineering
More like this
One-Way Slab Required Strength.
One-Way Slab Required Strength.
Architecture & Structural Engineering
More like this
Two-Way Slab Design Strength.
Two-Way Slab Design Strength.
Architecture & Structural Engineering
More like this
One-Way Slab Design Strength.
One-Way Slab Design Strength.
Architecture & Structural Engineering
More like this