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PLAINTIFF'S EXHIBIT December 9, 1966 BSP FORMULA nwmyZCZ.
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Ka.y 23, 1969 Mr.
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ASBESTOS TEXTILES H.
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FOR Mr.
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FOR Mr.
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4TER-OFFICE MEMORANDUM to: # at : R.
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Kaiser CANAOA HERATJ KAISER COMPANY (CANAOA).LTO SELECTED PROJECTS FOR TIIK IRON AND STEEL INDUSTRY IN T1IK 11 A,ST*'i'eN YEARS Since 194,1 thi: engineering and construction division of Kaiser Industries Corporation has had the re sponsibility for the engineering and/or construction of projects for the iron and steel industry which are valued at approximately two billion dollars.
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no place for SUBSTITUTES in pipe seleotion Check the score before experimenting with substitutes for cast iron pipe.1 POINTS TO COMPARE Long Life Bursting Pressure Bursting Tensile Impact Resistance Beam Loads (12-foot span) Crushing Loads Water Absorption Tight Joints Inside Diameter CAST IRON PIPE 100 Years or more 2,988 psi 25,880 psi 234 ft. lbs. 20,790 pounds 17,900 lbs. per ft.
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feiec\^cxv cra'3- n^3 preliminary inventory of the records of the BUREAU OF SHIPS (Record Group 19) PLAINTIFF'S IV EXHIBIT h I JMMC-385 j Compiled by Elizabeth Bethel, Ellmore A.
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- M Xxt G. 7 E> GYPSUM COMPANY, L R.L.
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38 CHAPTER 4 1960 Guide the Swiss maf>pmtiVtan and physicist who first propounded V* P the theory, -- is known as the velocity head, - is the pres sure head, and s is the elevation head, all in feet of the fluid; the total head, A* is the sum of the other three heads.
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502 CHAPTER 34 1960 Guide and may be such that the amount of excess air will de crease below allowable limits.
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626 CHAPTER 42 1960 Guide OCW POINT AT ATMOSPHERIC PRESSURE - F Fig. 11....
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ITT I 120 1960 Guide Frick Co., *215 Prmul Steel Teak Co., *210 York Corp., Sob.
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94 CHAPTER 6 1962 Guide And Data Book in feet.
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