Flexural Behavior of Prestressed Concrete Composite Tee-beamsU.S. National Bureau of Standards, 1970 - 12 pages Prestressed 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. |
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... publications , similar in style and content to the NBS Building Materials and Structure Reports ( 1938-59 ) , are directed toward the manufacturing , design , and construction segments of the building industry , standards organizations ...
... publications , similar in style and content to the NBS Building Materials and Structure Reports ( 1938-59 ) , are directed toward the manufacturing , design , and construction segments of the building industry , standards organizations ...
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... Publications in Building. TABLE 2. - Computed prestressing denominatorsa for post- tensioned tee - beams of different construction with a common moment index of 755 in - kips Construction method Fb d A , lb in in 2 Monolithic 45,000 12.1 ...
... Publications in Building. TABLE 2. - Computed prestressing denominatorsa for post- tensioned tee - beams of different construction with a common moment index of 755 in - kips Construction method Fb d A , lb in in 2 Monolithic 45,000 12.1 ...
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... publications to be issued in the series : National Bureau of Standards Building Science Series . Name Company Address City State Zip Code ( Notification key N - 339 ) NATIONAL BUREAU OF STANDARDS The National Bureau of Standards was.
... publications to be issued in the series : National Bureau of Standards Building Science Series . Name Company Address City State Zip Code ( Notification key N - 339 ) NATIONAL BUREAU OF STANDARDS The National Bureau of Standards was.
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... Publications - Library - Office of Public Information - Office of International Relations . Headquarters and Laboratories at Gaithersburg , Maryland , unless otherwise noted ; mailing address Washington , D.C. 20234 . Located at Boulder ...
... Publications - Library - Office of Public Information - Office of International Relations . Headquarters and Laboratories at Gaithersburg , Maryland , unless otherwise noted ; mailing address Washington , D.C. 20234 . Located at Boulder ...
Common terms and phrases
25 cents 680 Tension APPLIED LOAD Applied Technology automatic data processing beams of conventional beams with bonded Behavior of Prestressed bottom fiber Building Science Series Bureau of Standards Cement and Concrete composite construction composite section composite split-beams Composite stirrups 12 compression zone compressive element Compressive Strengths compressive stress Concrete Composite Tee-Beams Concrete Properties concrete strengths construction joint conventional composite beam cross section dynamometer flange Flexural Behavior flexural characteristics Hognestad in-kips index Asfsyd Institute for Applied interface Interrelations Between Cement jacking arrangement load response Load-deflection relationship measured ultimate moments MIDSPAN DEFLECTION monolithic beam National Bureau neutral axis performance pfsu Portland Cement post-tensioned beams prestressed beams Prestressed Concrete Composite prestressing steel prestressing tendon pretensioned beams reinforced concrete Resistance Standard Reference strength of concrete stress block stress conditions stress-strain Stress-strain curves TENDON LOCATION tensile element Tension Composite stirrups U.S. DEPARTMENT U.S. Government Printing ultimate load ultimate strength yield strength