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CAL-NC-XCSV2-0115 Rev.0 TOSHIBA PLANT SYSTEMS & SERVICES CORPORATION 2.3 STABILITY AND STRENGTH DESIGN 1 DIMENSION DAT
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ELEVATIONS STABILITY Finish Grade ELEV 3.000 FOSs TOC ELEV 4.300 FOSo Bearing Capacity 0.00 > 1.5 0.000 < 0.67
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March 12, 2002 Rev: 0 API 650 Storage Tank FOUNDATION DESIGN: Per API 650 (Appendix E) Tank is unanchored, use equation
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THIS POLICY DOES NOT HAVE THE FORCE OF LAW TANK SYSTEM REQUIREMENTS ADVISORY A Guide for Reviewing the Tank System Port
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Tank Farm Page 2 of 36 Doc. No : DG-PP-72002 Rev. 00 CONTENTS Page No. 1.0 Purpose 3 2.0 Scope 3 3.0 Referen
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ANCHOR BOLT CALCULATION FOR REMINERALIZER VESSEL A/B WIND LOAD Equipment Details 1.1 L = W H cg = = = No. of Ancho
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