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SNYDER INDUSTRIES INC. <br />TANK RESTRAINT CALCULATIONS -SEISMIC & WIND ANALYSIS <br />PROJECT NAME SNYDER INDUSTRIES INC. <br />WIND ANCHORAGE DESIGN <br />CABLE DESIGN 7X19 STAINLESS STEEL AIRCRAFT CABLE <br />ANCHOR DESIGN <br />ANCHOR TYPE 314" Hilti HIT -RE 500 SD <br />TE 5/1 2 1 <br />TAM <br />BYECEIVED <br />JOB# E10- 1 <br />r <br />CONTAIN <br />PRIMARY <br />JUL. 2 S 2014 <br />TAB. CABLE <br />FORCE FORCE <br />ENVIRONMENTAL <br />HEALTH <br />CABLE <br />DEPARTMENT <br />CABLE <br />BREAK <br />DESIGN <br />DIA. <br />STRENGTI STRENGTH <br />(IN). <br />(LBS) <br />(LBS) <br />3/16 <br />3,700 <br />925 <br />1/4 <br />6,400 <br />1,600 <br />5/16 <br />9,000 <br />2,250 <br />318 <br />12,000 <br />3,000 <br />7/16 <br />16,300 <br />4,075 <br />r <br />CONTAIN <br />PRIMARY <br /># of <br />TAB. CABLE <br />FORCE FORCE <br />CABLE <br />SIZE <br />ANCHOR FORCES <br />CABLE <br />TANK <br />TANK <br />Cable <br />Ph <br />REQ'D <br />AM <br />HT (FT) <br />PLAN <br />SPACE <br />MODEL <br />MODEL # <br />Sets <br />(LBS) Pc (LBS) <br />(IN) <br />(LBS) <br />Rh (LBS) <br />OK <br />2.00 3/16 <br />100020ON <br />1000101N <br />79 152 <br />3/1641 <br />Irl <br />181 <br />DESIGN SUMMARY: <br />ANCHOR TYPE: 314" Hllti HIT -RE 500 SD <br />ICC -ES # ESR -2322, 2500 psi concrete. <br />CONTAIN <br />PRIMARY <br />PRIMARY <br />TANK <br />BOLTS <br />CABLE <br />DIAM. <br />TANK MODEL <br /># <br />TANK <br />MODEL # <br />CAP <br />7(GAL)]7(FT) <br />AM <br />HT (FT) <br />PLAN <br />SPACE <br />He (FT) <br />(IN) <br />100020ON <br />1000101 N <br />35 <br />1.50 <br />2.79 0 <br />OK <br />2.00 3/16 <br />Page 4 <br />