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www.nuu.g. Profis Anchor 2.6.6
<br />company: Pegs: 1
<br />so.Ar: PraiW: Everett City Hall
<br />Address: Sttb4jad I Pos. No.:
<br />Phone l Fen: Data: &&2D22
<br />E-Mall:
<br />SIMINNY. eommon a:
<br />1 Input data
<br />Anchor tyw and diameter:
<br />WHY 200- Reber A 615 GIAO 06
<br />Effective..bad... depth:
<br />heap=4=in. (hara.,a=-In.)
<br />Malarial:
<br />ASTM A615 GR.40
<br />Evaluation Service Report:
<br />ESR-3187
<br />Issued I Valid
<br />311/20 6 j 311=8
<br />Proof.
<br />Dmpl fnethod Act 31 &08 1 Chem
<br />StaMoff i'vidiMton'.
<br />-(Recommended pate Midmeeanot calculated)
<br />ProNe:
<br />ra pone
<br />Base me erbl.
<br />crackeo cW, 2500. I, - 2500 poi: h = 7.000 in., Temp. ehprldag: 3W2 •F
<br />InNalbtlon:
<br />nemm.r drilled hole. InnbWaon eondhbn: Dry
<br />Rain/orcemenl:
<br />tension. condition B, shear: wndi8o , B; no supplemental spaeng rstrdalYment phawa
<br />edge r.infacemem: none a e No. 4 Wr
<br />Seismic loads I— C, D, E, or F)
<br />no
<br />GaomNry [In.] a Loading jib, I..lb)
<br />z
<br />x
<br />Ir ltoor7wew ram. Flww earn, w+..r.....,,n.e.r,..awiac.sw.r
<br />www.ninl— Profis Anchor 2.6.5
<br />Company:
<br />Page:
<br />2
<br />Specifier:
<br />project:
<br />Everett Oty Hall
<br />Address:
<br />SulMmjebt
<br />1 Poe- No.:
<br />Phone 1 Fax:
<br />Data:
<br />&8I2022
<br />E-Mail
<br />2 Proof I Utilisation (Governing Cases)
<br />coolyn value. jib]
<br />Wbiation
<br />Loading Proof
<br />Load C.P.clty
<br />pafpv[%j
<br />slant.
<br />Tenuion C Ile Hnekoul Strangt�77�-A'EtT
<br />ST-
<br />K
<br />SWr Prypn StrangM (Concrete Breakout
<br />318 I)U.
<br />.14
<br />OK
<br />Strength contras)
<br />Loading M
<br />binedan�sion and ohm a 86
<br />ey c
<br />. 33 &3
<br />tnua,Ben Bey
<br />3
<br />1%) awu.
<br />K
<br />3 Wamings
<br />• Please consider all debts aM hinlsAvamings given n the detailed rood —
<br />Fastening meets the design criterial
<br />4 Remarks; Your Cooperation Duties
<br />• Any and A, I,rm,bon a data w nod In the Sofiwae concern solely the use of Hill, products and are based on the pnndpea, formulas
<br />IN securky,eguletans In accordance with HM's tedmical diredmns and boa ung mounbn, aM assembly inid,bo a, etc.. that must be
<br />I.0y canpied w'M by IN user. M fgures contained Mersin are averege figures, end Merafora u ,leach tests ere b W canduded
<br />prior to using the cleave. HiM produd. The results of the calculations <a d out by means of the Software ere based.....telly on Me
<br />data you put In. Therelore, you beer Me sae res IeWity for the at, r of .more, Me curnptetenew end the relevance of the data to be
<br />put in by you. Moreover, you beer sob,eaponsibitty for having Me reruns of Me calcJebon checked aM cleared by an expen. pertiwlady
<br />.M regard to mmpkance wM appiuboe norms and pennhs, par to using Mem fa your eWrt, bcAhy. The sollware serves.,N as an
<br />aid to interpret name aM permits vdMoW any guarantee as W the absence of inno, Me wnednMo Intl Me relevance of Me results or
<br />emtabdfy fa a specific applicatan.
<br />• you must lake a1 necessary aM reesonaae steps 10 pa nt a We damage caused by Me Soh-.. In pa Ibbia, you must naye Ion
<br />iW regubr backup of pogroms and dab and, it appliceae, cam out Me updab. of Me S.Ubr. offered by Hot on a regular W.i.. p you do
<br />not use the A ,Update hir<tion of Me SOBware, you must ensure Mat you ere using iW wnent and thus uploCete version of the So0wre
<br />in eadr case M carrying out manual updates via Me Hid Websee. Hirai will not W 1,,N, for consequences, won, as Me r n, of lost a
<br />damaged data a programs, eosin, from a wiped, death of duly by yw.
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<br />13
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