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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1
Company:
Address:
Phone I Fax:
Design:
Fastening point:
|
Concrete - Apr 5, 2021
Page:
Specifier:
E-Mail:
Date:
1
4/5/2021
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 + HIT-Z 3/8
Item number: 2018440 HIT-Z 3/8" x 4 3/8" (element) / 2022793 HIT-HY
200-R (adhesive)
Effective embedment depth: h
ef,opti
= 2.375 in. (h
ef,limit
= 4.500 in.)
Material: DIN EN ISO 4042
Evaluation Service Report: ESR-3187
Issued I Valid: 4/1/2020 | 3/1/2022
Proof: Design Method ACI 318-08 / Chem
Stand-off installation: e
b
= 0.000 in. (no stand-off); t = 0.500 in.
Anchor plate
R
:
l
x
x l
y
x t = 6.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated)
Profile: Round bars (AISC), 2 1/2; (L x W x T) = 2.500 in. x 2.500 in.
Base material: cracked concrete, 4000, f
c
' = 4,000 psi; h = 8.000 in., Temp. short/long: 32/32 °F
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) no
R
- The anchor calculation is based on a rigid anchor plate assumption.
Geometry [in.] & Loading [lb, in.lb]