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Recently Added

• What is the purpose of skin reinforcement for deep beams?
• What is the difference in bonding performance to concrete between epoxy-coated bars and galvanized bars?
• Does the presence of rust have adverse impact to the bond performance of bar reinforcement?
• Which type of bar reinforcement is more corrosion resistant, epoxy-coated bars, stainless steel bars or galvanized bars?
• Tying wires for reinforcement adjacent to and above Class F4 and F5 finishes should be stainless steel wires. Why?
• What is the effect of rusting on steel reinforcement?
• For column reinforcements, why is helical reinforcement sometimes designed instead of normal links?
• Why does the presence of tension reinforcement lead to increasing deflection in concrete structures?
• What is the purpose of setting minimum amount of longitudinal steel areas for columns?
• Why are longer tension lap lengths designed at the corners and at the top of concrete structures?
• Does longitudinal steel serve as an enhancement of shear strength?
• Why does lap length generally greater than anchorage length?
• Why is tension anchorage length generally longer than compression anchorage length?
• What are the reasons of establishing minimum area of reinforcement and maximum area of reinforcement?
• What are the reasons for establishing minimum distance between bars and maximum distance between bars?

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