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fC 2E/1.92 (C ...)2&quot

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(1)SUPPLEM:ENT NO.4, "CANADIAN STRUCTURAL DESIGN MANUAL 1970". ERRATA P«.ge 358 Clause 3.2-Add to the definition of b the following: "tor one half the flange for detcrminin2. width~thickness. ratios (h/t)".. Pate 373. Clau;tC liS.2A-In the last line of Clause 16.2.4 (b) (ii), delete UFbt>'.. Page 428. Ap$):mdix D-Ch~nge notes to graph on Pare f4 (Appendix D) as fol!ows: "Co = 30 - Fy/S but not moroC tha.n ~O" .. ... m=. O.6Fy -. fC 2E/1.92 (C ...)2" . Cp - Co. Page S58 Notes to Figure Cl·7-Add the following note: "7. Windward Wall C p ; The pressure co:;ifkient is 0.8 for the entire height The variation shown in pressure is due to vari?tion in exposure factor C'!" Page 583 EqlU1tion (3) for Coefficient C-delete equation and rep)acc with:. C= 0.05. VI'.

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