Structural design

Permissible values (4 : 1 safety factor) of temporary fixing points in uncracked concrete

c ... Max. thickness of attached part ⁵/₈" (15 mm)

Tensile force N_perm. [kip]
	Shear force V_perm. [kip]

A f_{ck,cube,current} > 1500 psi

B f_{ck,cube,current} > 2000 psi

C f_{ck,cube,current} > 2500 psi

D f_{ck,cube,current} > 3000 psi

E f_{ck,cube,current} > 3500 psi

F f_{ck,cube,current} > 4000 psi

Boundary conditions

Anchoring depth h_ef ... 3 ³/₄" (95 mm)

Building-element thickness h_min ... 8" (200 mm)

Distance from edge c ... 1’-4" (400 mm)

Distance from one another s ... min. 3’-11" (1200 mm)

The following simplified values may be used:

▪ Permitted load F_perm. in concrete with
f_{ck,cube,current} > 1500 psi: 2.1 kip

▪ Permitted load F_perm. in concrete with
f_{ck,cube,current} > 3500 psi: 3.3 kip

Fitting instructions "Doka express anchor 16x125mm", 999437014 en-US,US,CA - 08/2018