400 RIVERSIDE RD 2022-03-01 - Laserfiche WebLink

www.hild.us Company. page: Specifier. Project Address: Sub -Project I Pos. No.: Phone I Fax: Date: E-Mail: Specifier's comments Profis Anchor 2.7.5 1 Company., Page: Specifier. Project: Address: sub -Project I Pas. No.: 12/18/2D17 Phone I Fax: Date: E-Mail: 1 Input data Anchor type and diameter: Kell Bolt TZ-SS 304&0 (3118) Effective embedment depth: hu = 3.125 in., h,ien = 3.563 in. Material: AISI 304 Evaluation Service Report: ESR-1917 SAFE --ET issued I Valid: 51120171 5112019 Proof: Design method AC1318 / AC193 Stand-off Installation: ep = 0.000 In. (no stand-off; t = 0250 in. Anchor plate: I, x 4 x t= 8.000 in. x 6.000 in. x 0250 im; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f�= 2500 psi; In = 12.500 In. Reinforcement tension: condition B, shear. condition B; no supplemental splitting reinforcement present edge reinforcement none or<No. 4 bar Balsel loads (mt. C, D, E, or F) no Geometry [in,] S Loading Ob, in.lb] o2s m Inxa Uad ril eeedecil. W PgWetlWp PROFfr2=HdAG.Rsi` rmotlbu tab br pmoWegl InYlse,upabmd Tmaomwk ofMW AG. Sdeen 2 Proof 1 Utilization (Governing Cases) Profis Anchor 2.7.5 12'18/20'.7 Design values [lb] Utilization Loading Proof Load Capacity (ia / dv 1%] Status Tension oncrete Brea ut tram 1365 40710- --OK Shear Concrete edge failure in direction x+ 2400 5138 447 OK Loading pH pv S Utll"c"lon fill 1°Aj S!r Combined tension and shear IFads 0.346 U.461q 3 Warnings • Please consider all details and hints/warnings 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 HUM products and are based on the principles, formulas and security regulations In accordance with Kid's technical directions and operating, mounting and assembly Instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hid product. The results of the calculations camed 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. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, tarty out the updates of the Software offered by HUU on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-tadate version of the Software in each case by carrying out manual updates via the Kid Webil Hilt) will not be Ilable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Iced rim and ratan mua to derkad kx YpaePaa win ee iodil mn sne br pme iftyl PROFISAntler11I20CG,MKa HIYAG,F al HWt1119i,WWTmaoneh WHWAG.adew /S-