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Anchor Bolts
b = mm L = Pedestal h = mm mm
For the cases of anchors in an application with three or four egdes with the largest edge distance, C max <= 1.5 hef, Effecitve embedment: hef0 <= Cmax/1.5 and >= SL/3 and >= Sb/3 Anchor Bolt Design (CSA A23.3 - 04)
Shear Direction
Condition B applies where such supplementary reinforcement is not provided or where pullout or pryout strength governsCondition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structure member
Shear Breakout Mode
Concrete f'c = MPa
Capacities of All Bolts kN kN Vr = Tr =
Review Report
Factored Loading kN kN Vf = Tf =
mm hef = Bolts db = mm fut = MPa SL = mm Sb = mm n = mm dw = hef0 = mm