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D. Chapter 3. Compression

37 3. Chapter 3. axially loaded members Reading Assignment: Section and Sections and of text.. Most axially loaded structural members carry some moment in addition to axial load - for this discussion, restrict consideration to axial load only. Reinforcement of Compression members Plain concrete columns prohibited: possibility of bending is always present: ACI : As/Ag ACI : where As = Area of longitudinal reinforcement; Ag = Total area of column cross section; Possible column configuration a. Tied - Deformed bars or wires placed normal to column axis CIVL 4135 Chapter 3. axially loaded members 38 CIVL 4135 Chapter 3.

Chapter 3. AXIALLY LOADED MEMBERS 3.1. Reading Assignment: Section 1.9 and Sections 8.1 and 8.2 of text. . Most axially loaded structural members carry some moment in addition to axial load - for this discussion, restrict consideration to axial load only. 3.2. Reinforcement of Compression Members …

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