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Calculate anchor bolt capacities, embedment depths, and spacing requirements per ACI 318. Determine tensile and shear strengths for cast-in-place, wedge, sleeve, and epoxy anchors.
Distance from bearing surface to deepest point
Distance from anchor center to nearest concrete edge
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| Anchor Type | Installation | Permanence | Cost | Vibration |
|---|---|---|---|---|
| Cast-in-Place Anchors | During construction | Permanent | Low | Excellent |
| Wedge Anchors | 5-15 min per anchor | Semi-permanent | Medium | Good |
| Sleeve Anchors | 5-15 min per anchor | Semi-permanent | Medium | Good |
| Epoxy Adhesive Anchors | 24 hr cure time | Permanent | High | Excellent |
Tensile capacity is the maximum pulling force an anchor can withstand (perpendicular to concrete surface), while shear capacity is the maximum lateral or sliding force. Combined loads require consideration of both types.
ACI 318 is the Building Code Requirements for Structural Concrete. It provides design provisions for anchors including strength calculations, spacing requirements, edge distances, and embedment depths to ensure safe performance under loads.
Verify that embedment depth, edge distance, and spacing meet minimum requirements. Use proper installation methods (torque specifications for mechanical anchors, cure time for epoxy). Follow manufacturer instructions and have a professional engineer review critical applications.
No. Cast-in-place anchors must be installed during the concrete pour. For existing concrete, use mechanical anchors (wedge, sleeve) or epoxy adhesive anchors instead.
A safety factor of 3.0 is commonly used for static loads. Higher factors (4-5) may be required for dynamic or vibratory loads, and for critical applications like falls protection or seismic design.
Anchor capacity increases with concrete strength. The relationship is proportional to the square root of concrete compressive strength (f'c). Higher strength concrete provides greater load capacity, especially for tensile loads.
Edge distance prevents concrete breakout failures where a cone of concrete around the anchor pulls away. Insufficient edge distance significantly reduces anchor capacity and can cause sudden failure.
Periodically inspect bolts for corrosion, looseness, or damage. Re-torque bolts if needed (consult manufacturer specs). Apply rust preventative if exposed to weather. Replace any damaged or corroded bolts to maintain safe load capacity.
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