Investigation of Performance Characteristics for Sanitary Plumbing Fixtures
Author: Institute for Applied Technology (U.S.). Building Research Division
Publisher:
Published: 1970
Total Pages: 84
ISBN-13:
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Author: Institute for Applied Technology (U.S.). Building Research Division
Publisher:
Published: 1970
Total Pages: 84
ISBN-13:
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Publisher: National Academies
Published: 1968
Total Pages: 288
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. National Bureau of Standards
Publisher:
Published: 1970
Total Pages: 184
ISBN-13:
DOWNLOAD EBOOKAuthor: Bruce E. Foster (Of the United States National Bureau of Standards)
Publisher:
Published: 1972
Total Pages: 824
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. National Bureau of Standards
Publisher:
Published: 1978
Total Pages: 804
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. National Bureau of Standards. Technical Information and Publications Division
Publisher:
Published: 1978
Total Pages: 804
ISBN-13:
DOWNLOAD EBOOKAuthor: James Bryson
Publisher:
Published: 1970
Total Pages: 24
ISBN-13:
DOWNLOAD EBOOKPrestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. Results showed that composite split-beams behaved similarly to the monolithically constructed beams on the basis of flexural response and ultimate load.
Author: Richard D. Marshall
Publisher:
Published: 1970
Total Pages: 180
ISBN-13:
DOWNLOAD EBOOKAuthor: Robert S. Wyly
Publisher:
Published: 1972
Total Pages: 40
ISBN-13:
DOWNLOAD EBOOKOne of the performance requirements of great importance in relation to plumbing is hydraulic adequacy or hydraulic performance, which is related primarily to the general attribute of health and safety.The scope of the presentation is limited to certain aspects of the hydraulic performance of sanitary drain-waste-vent (DWV) systems. Considerable savings in material and labor costs have been reported to be possible through the use of a single-stack drainage system in place of a conventional system.The development of the experimental work reported herein came about as the result of a request to make technical recommendations concerning the suitability of such a system in a particular installation.Described is a test program developed looking toward the evaluation of the system against the essential criteria.