By ACI Committee 355
This advisor provides labored examples utilizing the layout provisions in ACI 318 Appendix D. now not all stipulations are coated in those examples. The necessities of direct pressure, direct shear, mixed stress and shear, and the typical state of affairs of eccentric shear, as in a bracket or corbel, are provided.
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Additional info for ACI 355.3R-11 - Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D
3, manufacturer’s evaluation report) 7. 5hef . 5 = 6-3/4 in. < 8 in. 3R-11) 8. 7 summarizes the various design strengths with concrete pullout controlling. 7—Summary of design strengths Failure mode Anchor design strength Calculated design strength, lb Controlling failure mode φNsa 12,712 — Concrete breakout φNcb 6671 — Concrete pullout φNpn 5337 ← Controls Steel 9. Final recommendation: Use a post-installed torque-controlled expansion anchor with a 5/8 in. diameter and an embedment depth of 4-1/2 in.
2φNn, then full strength in shear shall be permitted: φVn > Vua. 6, unless supplementary reinforcement is provided to control splitting. 2 shall be permitted. The minimum spacings, edge distances, and thicknesses are very dependent on the anchor characteristics. Installation forces and torques in post-installed anchors can cause splitting of the surrounding concrete. Such splitting also can be produced in subsequent torquing during connection of attachments to anchors including cast-in anchors.
10—Example 6: Single headed bolt in tension and shear near an edge. ) Step 1. 2 strength (φVn) will need to be determined. φNn is the smallest of the design tensile strengths as controlled by steel (φNsa), concrete breakout (φNcb), pullout (φNpn), and side-face blowout (φNsb). φVn is the smallest of the shear design strengths as controlled by steel (φVsa), concrete breakout (φVcb), and concrete pryout (φVcp). 62 2. 1 Eq. 1, ASTM F1554 Grade 36 steel qualifies as a ductile steel element. 2 (for 1/2 in.
ACI 355.3R-11 - Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D by ACI Committee 355