Code-check of preloaded bolts according to Indian standards

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Preloaded bolts are checked for shear slip resistance and combined tension and shear.

Slip resistance

Slip resistance of preloaded bolt is checked according to IS 800, Cl. 10.4.3:

VsfVdsf V_{sf} \le V_{dsf}

where:

  • Vdsf=Vnsf/γmfV_{dsf} = V_{nsf} / \gamma_{mf} – design shear capacity of a bolt as governed by slip for friction type connection
  • Vnsf=μfneKhF0V_{nsf} = \mu_f n_e K_h F_0 – nominal shear capacity of a bolt as governed by slip for friction type connection
  • μf\mu_f – coefficient of friction (slip factor) as specified in IS 800, Table 20; editable in Code setup
  • ne=1n_e = 1 – number of effective interfaces offering frictional resistance to slip; each shear plane is checked separately
  • KhK_h – factor for bolt holes; Kh=1.0K_h = 1.0 for fasteners in standard holes, Kh=0.85K_h = 0.85 for fasteners in oversized and short slotted holes, Kh=0.7K_h = 0.7 for fasteners in long slotted holes
  • γmf\gamma_{mf} – partial safety factor for bolts – friction type – IS 800, Table 5, γmf=1.10\gamma_{mf}=1.10 if slip resistance is designed at service load, γmf=1.25\gamma_{mf}= 1.25 if slip resistance is designed at ultimate load; editable in Code setup
  • F0=Anf0F_0 = A_n f_0 – minimum bolt tension (proof load) at installation
  • AnA_n – net tensile stress area of the bolt
  • f0=0.7fubf_0 = 0.7 f_{ub} – proof stress

Capacity after slipping (IS 800, Cl. 10.4.4) should be checked by switching bolt type from friction to bearing – tension/shear interaction for design capacity at ultimate load.

Tension capacity of bolts

A bolt subjected to a factored tensile force is checked according to IS 800, Cl. 10.3.5:

TfTdf T_f \le T_{df}

where:

  • Tdf=Tnf/γmfT_{df} = T_{nf} / \gamma_{mf} – design tensile capacity of the friction bolt
  • Tnf=min{0.9fubAn,fybAs(γmf/γm0)}T_{nf} = \min \{ 0.9 f_{ub} A_n, \, f_{yb} A_s (\gamma_{mf} / \gamma_{m0}) \} – nominal tensile capacity of the friction bolt
  • fubf_{ub} – ultimate tensile strength of the bolt
  • fybf_{yb} – yield strength of the bolt
  • AnA_n – net tensile stress area of the bolt
  • AsA_s – cross-section area at the shank
  • γmf\gamma_{mf} – partial safety factor for bolts – friction type – IS 800, Table 5, γmf=1.10\gamma_{mf}=1.10 if slip resistance is designed at service load, γmf=1.25\gamma_{mf}= 1.25 if slip resistance is designed at ultimate load; editable in Code setup
  • γm0=1.1\gamma_{m0} = 1.1 – partial safety factor for resistance governed by yielding – IS 800, Table 5; editable in Code setup

Prying forces are determined by finite element analysis and are included in the tensile force.

Friction bolt subjected to combined shear and tension

A bolt required to resist both design shear force and design tensile force at the same time shall according to IS 800, Cl. 10.3.6 satisfy:

(VsfVdf)2+(TfTdf)21.0 \left( \frac{V_{sf}}{V_{df}} \right)^2 + \left( \frac{T_{f}}{T_{df}} \right)^2 \le 1.0

where:

  • VsfV_{sf} – applied factored shear at design load
  • VdfV_{df} – design shear strength
  • TfT_f – externally applied factored tension at design load
  • TdfT_{df} – design tension strength

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