Transcription of Chapter 6. Compression Reinforcement - Flexural …
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Chapter 6. Compression Reinforcement - Flexural members If a beam cross section is limited because of architectural or other considerations, it may hap- pen that the concrete cannot develop the Compression force required to resist the give bending mo- ment. In this case, reinforcing is added in the Compression zone, resulting in a so-called doubly rein- forced beam, , one with Compression as well as tension Reinforcement . Compression reinforced is also used to improve serviceability, improve long term deflections, and to provide support for stir- rups throughout the beam.
CIVL 4135 118 Compression Reinforcement Chapter 6. Compression Reinforcement - Flexural Members ...
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