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✅ 6 Common Rebar Issues 1. Incorrect Rebar Spacing ■ Incorrect Spacing Reduces Load Capacity and Crack Control, So Ifc Drawings Must Be Followed and Spacing Verified Before Pouring 2. Insufficient Concrete Cover ■ Low Concrete Cover Exposes Reinforcement to Corrosion and Durability Failure, Making Spacers and Continuous Cover Checks Essential on Site. 3. Rebar Movement During Pour ■ Unstable Reinforcement Causes Loss of Design Positioning and Can Be Prevented Through Proper Tying and Controlled
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✅ 6 Common Rebar Issues 1. Incorrect Rebar Spacing ■ Incorrect Spacing Reduces Load Capacity and Crack Control, So Ifc Drawings Must Be Followed and Spacing Verified Before Pouring 2. Insufficient Concrete Cover ■ Low Concrete Cover Exposes Reinforcement to Corrosion and Durability Failure, Making Spacers and Continuous Cover Checks Essential on Site. 3. Rebar Movement During Pour ■ Unstable Reinforcement Causes Loss of Design Positioning and Can Be Prevented Through Proper Tying and Controlled
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Common Rule of Thumb: Overlap at least 40 × bar diameter for strong tension splices in residential foundations. Calculation: 40 × 3/8" = 15 inches (That's the full 40-diameter rule most pros follow for reliable strength.) BUT – here's the key: No matter what size the bar is, the absolute minimum lap splice length is 12 inches. (Even if the diameter math gives less, you never go below 12".) Why? Codes (like ACI/IBC basics) set this floor to ensure the bars transfer load properly and avoid weak sp
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