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<br /> PROFIS Anchor 2.2.4
<br /> � www.hlltl,w . _. . _. . . .. . - . -_ _ ..__ _ --.
<br /> . _ . . . . � Pa9e: �
<br /> Company: Pro�ed:
<br /> SpecAier:
<br /> Sub�Proieci I Pon.Na..
<br /> AdCreee�. Da�.. 7II/201J
<br /> PhonelFea: �I-
<br /> E.Mail: _____ __---
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<br /> Spaclfid�commrnb:
<br /> 1, Input data
<br /> pnchor rypa�nd dl�maler. Kwlk Bolt R•CS,112(7 tl�) ^_ �
<br /> Etlec4ve emEadmen�daplh: h,=3250 in.,h,,,=4 000 ia �,��w,,,,,,,,,,,,,,,,,,,��y�'
<br /> Malenal: Carbon Sleel ��
<br /> EvaluaAon Semw Repoh:: ESR 1917
<br /> Issued I Valid�. 5I12011 I591201J
<br /> p��� design mathod ACI 316/AC 193
<br /> Slund�o%installation: e,=0.000 in.(no elend�ofl),1=0 500 in
<br /> Anchor plale: I x I :1=8.500 K 9 500 x 0 SW m (Rncommended V�ale Ihicknese�not ca'cu�aled)
<br /> Prohle no pmide
<br /> Base malenaL crockeC concrata,,f;=Y500 psi,h=6 000 i�
<br /> ReinfomRmenY. tension:condM1lon B,eheaY.cond6on�,nU suVolemental spld6ng rmnlorcement p�esent
<br /> edBa minlorcemenl.nonn or<No 4 ba�
<br /> Seismic loatls(ra�.C,D,E.or F): yes(D.3 7 81
<br /> Gaomatry�In.�6loadlnB 11b,In.-Ib�
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