1 Input data | |
Anchor type and diameter : |
HIT-HY 200 + HAS-V-36 ( ASTM F1554 Gr . 36 ) 1 |
Item number : |
not available ( element ) / 2022793 HIT-HY 200-R ( adhesive ) |
Effective embedment depth : |
h ef , opti
= 20.000 in . ( h limit = - in .)
|
Material : |
ASTM A 1554 Grade 36 |
Evaluation Service Report : |
ICC-ESR3187 |
Issued | Valid : |
4 / 1 / 2019 | 3 / 1 / 2020 |
Proof : |
Design Method ACI 318-14 / Chem |
Stand-off installation : |
without clamping ( anchor ); restraint level ( anchor plate ): 1.00 ; e b = 2.000 in .; t = 1.000 in . |
Anchor plate R : |
l x x l y x t = 20.000 in . x 16.000 in x 1.00 in .; ( Recommended plate thickness : not calculated ) |
Profile : |
no profile |
Base material : |
cracked lightweight concrete , 4000 , = 4000 psi ; h = 24.000 in ., Temp . short / long : 68 / 68 ° F f ́c
|
Installation : |
hammer drilled hole , installation condition : Dry |
Reinforcement : tension : |
condition B , shear : condition B ; no supplemental splitting reinforcement present |
edge reinforcement : |
none or < No . 4 bar |
Seismic loads ( cat . C , D , E , or F ) Tension load : |
yes ( 17.2.3.4.3 ( d )) |
Shear load : |
yes ( 17.2.3.5.3 ( c )) |
|
R
– The anchor calculation is based on a rigid anchor plate assumption
| |
1 |
Combination 1 |
N = 20,000 ; V x = 1000 ; V y
= 0
|
|
M x
= 0 ; M y = 0 ; M z
= 0 ;
|
||
|
N sus
= 18,000 ; M x , sus = 0 ; M y , sus
= 0 ;
|