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sample problems of singly reinforced beams
Typology: Lecture notes
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Friday, March 19, 2021 4:08 PM
5. Nominal Moment Capacity ASSUME STEEL YIELDS (Js-Jy ) 0.85 Scab = Assy 0.8¢ (2!) (ast) “a (240) O- 37.846%5 mm —> (A), Pie 5 c= C= 44. 927 B25 20) —() VEKIFY ASSUMPTION (00 (“ee Js = 1740. \20289 MP, >Fy -- TEL YIELps, CORRECT ASSUMPTION Y O= 37. 8469515 mm C= 44. 327 B25 204 = : © =|0-62395 — Es Ze0060 0651 2 €. 50.005 | -- TENSION CONTROLLED FAILURE P= 0.4 Mo > C(d-a/,) = 7 (d-aj2) Mn = 08 FE ob (d-4]) ——__ ne T Aaja) - Achy (d--/) Mn = 0.36 (2i\®) (250) ( 400 ®)s) / lo” - oT (WY, (280) (400-@/2) /Io” as aero 9 Mu=¢Mn = 0.4(E) Mus S724 70502. Nm | S7.924 70592 Mus S724 70502. Nm | m) Rye