What is the nominal diameter of a No. 6 reinforcing bar?
- 3/8 in.
- 3/4 in.
- 5/8 in.
- 6/10 in.
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B. 3/4 in.
Six eighths of an inch is 3/4 in. The number is eighths, not sixteenths or tenths, which is where 3/8 in. and 6/10 in. come from.
Reference: ASTM A615, bar designations
In a simply supported beam carrying a downward load, where is the main tension reinforcement placed?
- Near the top of the beam
- At mid-depth of the beam
- Near the bottom of the beam
- Only at the two ends
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C. Near the bottom of the beam
A simple span sags, stretching the bottom, so the main bars go near the bottom. Top steel is the main tension steel in cantilevers and over interior supports.
Reference: Reinforced concrete fundamentals: flexure
Where is the main tension reinforcement placed in a cantilevered balcony slab?
- Near the bottom of the slab
- At mid-depth of the slab
- Near the top of the slab
- Only along the free edge
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C. Near the top of the slab
A cantilever bends downward at its free end, which stretches the top surface, so the main steel goes near the top. Putting it at the bottom, as in a simple span, is a classic failure.
Reference: Reinforced concrete fundamentals: flexure