PROFIS Design Guide: US-EN Summer 2021

2.2b Pryout Failure Mode ( Concrete Breakout ) ........................... 252

Equation V _cp .......................................................	252
Equation V _cpg .....................................................	254
Equation ϕ _cp ......................................................	256
Equation ϕ _cpg .....................................................	256
Equation A _Nc ......................................................	257
Equation A _Nc0 .....................................................	258
Equation ψ _ec _, _N .....................................................	259
Equation ψ _ed _, _N .....................................................	261
Equation ψ _cp _, _N .....................................................	262
Equation N _b ......................................................	263
Equation N _b = 16λ _a .................................................	264
Variables k _cp ......................................................	265
Variables h _ef ......................................................	265
Variables e _c1 _, _N .....................................................	267
Variables e _c2 _, _N .....................................................	268
Variables c _a _, _min ....................................................	269
Variables ψ _c _, _N .....................................................	270
Variables c _ac ......................................................	271
Variables k _c .......................................................	273
Variables λ _a .......................................................	274
Variables f ´ _c .......................................................	275
Calculations A _Nc ...................................................	276
Calculations A _Nc0 ..................................................	277
Calculations ψ _ec1 _, _N ..................................................	278
Calculations ψ _ec2 _, _N .................................................	280
Calculations ψ _ed _, _N ..................................................	282
Calculations ψ _cp _, _N ..................................................	284
Calculations N _b ....................................................	286
Results V _cp .......................................................	287
Results V _cpg .......................................................	289
Results ϕ _seismic .....................................................	291
Results ϕ _nonductile ...................................................	292
Results ϕV _cp ......................................................	293
Results ϕV _cpg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 293
Results V _ua .......................................................	294

2.3 Steel Failure Mode ............................................... 295

Equation V _sa = A _se _, _V f _uta ..............................................	295
Equation headed bolt V _sa = 0.6 A _se _, _V f _uta ..................................	296
Equation post-Installed anchor V _sa = 0.6 A _se _, _V f _uta ..........................	297
Equation HIT-HY 200 adhesive V _sa = ( 0.6 A _se _, _V f _uta ) .........................	298
Equation HIT-Z / R threaded rods V _sa = α _V _, _seis ( 0.6 A _se _, _V f _uta ) ...................	299
Equation ϕV _steel ≥ V _ua ................................................	300
Variables f _uta ......................................................	301
Variables α _V _, _seis ....................................................	302
Variables ( 0.6 A _se _, _V f _uta ) ..............................................	303
Calculations headed stud V _sa .........................................	304
Calculations headed bolt V _sa = 0.6 A _se _, _V f _uta ..............................	305
Calculations post-Installed anchor V _sa ..................................	306
Results headed stud V _sa .............................................	307
Results headed bolt V _sa = 0.6 A _se _, _V f _uta ..................................	308
Results post-Installed anchor V _sa ......................................	309
Results ϕ _steel ......................................................	310
Results ϕ _eb .......................................................	312
Results ϕ _nonductile ...................................................	313
Results ϕV _sa ......................................................	314
Results ϕV _sa _, _eq .....................................................	315
Results V _ua .......................................................	316

6 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions

PROFIS Design Guide: US-EN Summer 2021 | Page 6