7/23/2019 Anchor Bolt ACI 318-11

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Eng : D Wu P Eng.

Chk : D Wu P Eng.

Date : 8/6/2014

Calculation Sheet Rev : 1

1 of 10ANCHOR BOLT DESIGN Combined Tension and Shear 

 Anchor bolt design based on Code Abbreviation

 ACI 318-11 Building Code Requirements for Structural Concrete and Commentary Appendix D ACI 318-11

PIP STE05121 Anchor Bolt Design Guide-2006 PIP STE05121

Anchor Bolt Data set Nu = 0 if it's compression Code Reference

Factored tension for design Nu = 0.00 [kips] = 0.0 [kN]

Factored shear  Vu = 11.25 [kips] = 50.0 [kN]

Factored shear for design Vu = 11.25 [kips] Vu = 0 if shear key is provided

Concrete strength f'c = 4.0 [ksi] = 27.6 [MPa]

 Anchor bolt material

 Anchor tensile strength f uta = 125 [ksi] = 862 [MPa]  ACI 318-11

 Anchor is ductile steel element D.1

 Anchor bolt diameter  da = [in] = 19.1 [mm] PIP STE05121

Bolt sleeve diameter  ds = 2.0 [in] Page A -1 Table 1

Bolt sleeve height hs = 7.0 [in]

Subject : Headed Anchor Bolt Design ACI 318-11

 Alberta OilSand

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 A193 Grade B7

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 Anchor bolt embedment depth hef  = 9.8 [in] 9.0 OK Page A -1 Table 1

Concrete thickness ha = 25.0 [in] 12.8 OK

Bolt edge distance c1 c1 = 5.9 [in] 4.5 OK Page A -1 Table 1

Bolt edge distance c2 c2 = 5.9 [in] 4.5 OK

Bolt edge distance c3 c3 = 5.9 [in] 4.5 OK

Bolt edge distance c4 c4 = 5.9 [in] 4.5 OK  ACI 318-11

ci > 1.5hef   for at least two edges to avoid reducing of hef when Nu > 0  Yes D.5.2.3

 Adjusted hef  for design hef  = 9.84 [in] 9.0 OK D.5.2.3

Outermost bolt line spacing s1 s1 = 38.0 [in] 3.0 OK PIP STE05121

Outermost bolt line spacing s2 s2 = 38.0 [in] 3.0 OK Page A -1 Table 1