Installation Guide

www.hilti.com
Hilti PROFIS Engineering 3.0.68
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Apr 5, 2021
Page:
Specifier:
E-Mail:
Date:
5
4/5/2021
4 Shear load
Load V
ua
[lb] Capacity
f
V
n
[lb] Utilization
b
V
= V
ua
/
f
V
n
Status
Steel Strength* 115 1,929 6 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength (Concrete Breakout
Strength controls)**
460 5,729 9 OK
Concrete edge failure in direction ** N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
V
sa
= ESR value refer to ICC-ES ESR-3187
f
V
steel
³
V
ua
ACI 318-08 Eq. (D-2)
Variables
A
se,V
[in.
2
] f
uta
[psi]
a
V,seis
0.08 94,200 1.000
Calculations
V
sa
[lb]
3,215
Results
V
sa
[lb]
f
steel
f
V
sa
[lb]
V
ua
[lb]
3,215 0.600 1,929 115