Specifications Ns7,2010-moss
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STRUCTURAL CALCULATIONS
Deck Addition
Setlman Residence
13260 Hazelcrest Way
Tigard, OR
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www.hgtLus Profis Anchor 2.7.6
Company: Aegis Engineering Page: 1
Specifier: DEN Project: seaman
Address: Sub-Project I Pos.No.:
Phone I Fax: I Date: 3/14/2019
E-Mail:
Specifier's comments:
1 Input data y
Anchor type and diameter: HIT-HY 200+HIT Z-R 5/$ �-", ` '=
Effective embedment depth: h 3.750 in. h
p efepti= { G,Smk=6.000 in.
Material: A4
Evaluation Service Report; ESR-3167 SAFET
Issued I Valid: 11/1/2016 1 3/1/201 8
Proof: Design method ACI 318-14/Chem
Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in.
Anchor plate: I,x lv x t=9.000 in.x 9.000 in.x 0.500 in.;(Recommended plate thickness:not calculated
Profile: S shape(AISC);(L x W x T x FT)=3.000 in.x 2.330 in.x 0.170 in.x 0.260 in.
Base material: cracked concrete,2500,f'=2,500 psi;h=10.000 in.,Temp.short/long:32/32°F
Installation: hammer drilled hate,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))
Geometry[in.]&Loading{lb,in.Ibj
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Input data and results must be checked for agreement with the existing conditions and for pleasibletyf
PROFlS Anchor(c)2003.2009 Hit AG.FL-9494 Schoen Hilti a a registered Trademark of Hilti AG,Schaan
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www.hitti.us Profis Anchor 2.7.6
Company: Aegis Engineering Page: 2
Specifier: DEH Project setiman
Address: Sub-Project I Pos.No.:
Phone I Fax: j Date: 3/14/2019
E-Mail:
2 Proof I Utilization (Governing Cases)
Design values[lb] Utilization
Loading Proof Load Capacity On f 1.[%J Status
Tension Concrete Breakout Strength 3.644 4,614 79/- OK
Shear Concrete edge failure in direction x+ 490 3,666 -/14 OK
Loading pa (iv Utilization pnv[%] Status
Combined tension and shear loads 0.790 0.134 5/3 71 OK
3 Warnings
• Please consider all details and hints/wamings given in the detailed report!
Fastening meets the design criteria!
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and
security regulations in accordance with Htiti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly
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the relevant Hilt product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.
Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to
compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific
application.
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Input data and results must be checked for agreement with the existing conditions and for plausibility.
PROMS Anchor(c)2003.2009 Heti AG,FL-9494 Schaan HIS Is a registered Trademark of Hi AG.Saimar.
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