Installation Guide

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Hilti PROFIS Engineering 3.0.68
Input data and results must be checked for conformity with the existing conditions and for plausibility!
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Concrete - Apr 5, 2021
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4/5/2021
1.1 Design results
Case Description Forces [lb] / Moments [in.lb] Seismic Max. Util. Anchor [%]
1 Combination 1 N = 0; V
x
= -460; V
y
= 0;
M
x
= 0; M
y
= 7,800; M
z
= 0;
N
sus
= 0; M
x,sus
= 0; M
y,sus
= 0;
no 51
Tension Compression
1 2
3 4
x
y
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 910 115 -115 0
2 77 115 -115 0
3 910 115 -115 0
4 77 115 -115 0
max. concrete compressive strain: 0.13 [‰]
max. concrete compressive stress: 580 [psi]
resulting tension force in (x/y)=(-1.329/0.000): 1,974 [lb]
resulting compression force in (x/y)=(2.622/0.000): 1,974 [lb]
Anchor forces are calculated based on the assumption of a rigid anchor plate.
3 Tension load
Load N
ua
[lb] Capacity
f
N
n
[lb] Utilization
b
N
= N
ua
/
f
N
n
Status
Steel Strength* 910 4,749 20 OK
Pullout Strength* 910 5,169 18 OK
Sustained Tension Load Bond Strength* N/A N/A N/A N/A
Concrete Breakout Failure** 1,974 3,874 51 OK
* highest loaded anchor **anchor group (anchors in tension)