A rectangular pretensioned concrete beam is to be designed to carry superimposed dead and live loads of 300 plf and 1,00

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A rectangular pretensioned concrete beam is to be designed to carry superimposed dead and live loads of 300 plf and 1,00

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A Rectangular Pretensioned Concrete Beam Is To Be Designed To Carry Superimposed Dead And Live Loads Of 300 Plf And 1 00 1
A Rectangular Pretensioned Concrete Beam Is To Be Designed To Carry Superimposed Dead And Live Loads Of 300 Plf And 1 00 1 (107.95 KiB) Viewed 25 times
A rectangular pretensioned concrete beam is to be designed to carry superimposed dead and live loads of 300 plf and 1,000 plf, respectively, on a 40-ft simple span. Straight tendons will be used. Time-dependent losses will be approximately 16 percent of the initial stress in the steel. Determine the concrete dimensions (use h=2.5b) and required prestress force and eccentricity, based on ACI limit stresses. Concrete strength f. = 5,000 psi and fái = 4,000 psi. ci
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