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8. The unfactored axial load per linear foot of wall shall not exceed 1.2 tf m where t is the specified wall thickness in inches and f m is the specified compressive strength of the masonry in pounds per square inch. Section 1805.8.2 Slab-On-Ground Foundations. Amend section 1805.8.2 to read as follows 1805.8.2 Slab-On-Ground Foundations.
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8. The unfactored axial load per linear foot of wall shall not exceed 1.2 tf m where t is the specified wall thickness in inches and f m is the specified compressive strength of the masonry in pounds per square inch. Section 1805.8.2 Slab-On-Ground Foundations. Amend section 1805.8.2 to read as follows 1805.8.2 Slab-On-Ground Foundations.
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Jan 01 1970 · FERMENTOR DESIGN 155 111. Fermentor G e o m e t r y A conventional fermentor (Fig. 1) usually consists of an upright cylindrical tank fitted with four baffles a jacket or coil for heating and cooling an air sparger a device for mechanical agitation and an air filter.
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Ifcouplings are to be welded to the LD. ofthe pipe add 50 to the above man hours. For pipe thickness up to 1 inch add an additional 12 for each 1/4 inch or fraction thereof of pipe thickness over 1 inch. Any coupling welded to pipe heavier than schedule 160 should be man houred as a 6000 pound coupling.
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