Sectional Strength per ACI 318-19 §22

ACI Chapter 22 applies to calculate nominal strength at sections of members, including (a) through (g):

(a) Flexural strength
(b) Axial strength or combined flexural and axial strength
(c) One-way shear strength
(d) Two-way shear strength
(e) Torsional strength
(f) Bearing
(g) Shear friction

Design strength at a section is calculated as the nominal strength multiplied by the valid strength reduction factor ϕ given in Strength Reduction Factors section.

Next Topic

Flexural Strength per ACI 318-19 with ideCAD

Related Topics

• Reinforcement Details per ACI 318-19 §25

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

• Reinforced Concrete Beam Design per ACI 318-19 per ACI 318-19 §9, §18

• Concrete Beam-Column Joint Shear Design per ACI 318-19 §15, §18.8

• Concrete Shear Wall Design per ACI 318-19 §11, §18.10