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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... Government Printing Office , Washington , D.C. Remittances from foreign countries should include an additional one - fourth of the purchase price for postage . [ See mailing list announcement on last page . ] Flexural Behavior of ...
... Government Printing Office , Washington , D.C. Remittances from foreign countries should include an additional one - fourth of the purchase price for postage . [ See mailing list announcement on last page . ] Flexural Behavior of ...
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... CODEN : BSSNB Issued July 1970 For sale by the Superintendent of Documents , U.S. Government Printing Office Washington , D.C. 20402 ( Order by SD Catalog No. C 13.29 / 2 : 31 ) , Price 25 cents Architectural Library TH 7 158 no . 13 ) 1.
... CODEN : BSSNB Issued July 1970 For sale by the Superintendent of Documents , U.S. Government Printing Office Washington , D.C. 20402 ( Order by SD Catalog No. C 13.29 / 2 : 31 ) , Price 25 cents Architectural Library TH 7 158 no . 13 ) 1.
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James Bryson, E. F. Carpenter. 9 10 U S. GOVERNMENT PRINTING OFFICE : 1970 O -. FIGURE 10. Post - tensioned beam SU - 13 at ultimate load . FIGURE 11. Pretensioned beam SB - 4 at ultimate load . a Located at 5285 Port Royal Road ...
James Bryson, E. F. Carpenter. 9 10 U S. GOVERNMENT PRINTING OFFICE : 1970 O -. FIGURE 10. Post - tensioned beam SU - 13 at ultimate load . FIGURE 11. Pretensioned beam SB - 4 at ultimate load . a Located at 5285 Port Royal Road ...
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James Bryson, E. F. Carpenter. 10 U S. GOVERNMENT PRINTING OFFICE : 1970 O - 384-276. post - tensioned bar were sheared off while the beam was being loaded . Beam SG - 2 failed by complete separation of the interface of the tensile and ...
James Bryson, E. F. Carpenter. 10 U S. GOVERNMENT PRINTING OFFICE : 1970 O - 384-276. post - tensioned bar were sheared off while the beam was being loaded . Beam SG - 2 failed by complete separation of the interface of the tensile and ...
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James Bryson, E. F. Carpenter. U S. GOVERNMENT PRINTING OFFICE : 1970 O - 384-276 12 ( cut here ) Announcement of New Publications in Building. TABLE 2. - Computed prestressing denominatorsa for post- tensioned tee - beams of different ...
James Bryson, E. F. Carpenter. U S. GOVERNMENT PRINTING OFFICE : 1970 O - 384-276 12 ( cut here ) Announcement of New Publications in Building. TABLE 2. - Computed prestressing denominatorsa for post- tensioned tee - beams of different ...
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