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D. Chapter 3. Compression - Memphis

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. axially loaded members 39 Spacing of Ties to Prevent Longitudinal Bar Buckling A.

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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