1、 ERRATA ACI 350.3-06 Seismic Design of Liquid-Containing Concrete Structures and Commentary (ACI 350.3-06) Reported by ACI Committee 350 3rd and 4th printings Table 4.1.1(b), page 20, last footnote revised as: Unanchored, uncontained tanks shall not be built in locations where SDS SS 0.75. Section R
2、5.3.1, page 24, last paragraph revised as: and the dynamic force on the trailing half of the tank will reduce the effects of the hydrodynamic hydrostatic force on the wall. Section R9.2.4, page 36, SI equation for k revised as: k = 364 10cwEth 334 10cwEthin the SI system Section 9.4.1, page 39, revi
3、sed as: Ci shall be determined as follows: For TI Ti TS Section 9.5, page 40, 2nd paragraph, revised as: For periods less than or equal tospectra at a period of 2 0.2 seconds Section B.3, page 59, Eq. (B-7) and (B-8) revised as: irriCIPWR irriCIPWR (B-7) iiiiCIPWR iiiiCIPWR (B-8) Updated 11-10-08, 9:53 a.m.
