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●●● Preview File Edit View Go Tools Window Help Screen Shot 2022-07-10 at 3.42.22 pm b G Cross section before cracking - 202.499 NA A Stress profie (concret X=25421| secondary crack 10 Ve (2) b primary sacks Neutralis A VA -concrete in tension cracks A Cross section just after cracking Stress profile foncrete) The pandre placed at the fed porshown in the figure and they allod. A B k k la Variables 2 b 0 N₂ b 。 T G2) Novelad incass graduand the moment at the critical action justed the cracking moment but compression of the conse is still under arreglos Passbanded that is the focus design, the crack of the consectic when the cheongh. It is and that the crack then propagare rapidly ap to the entransion action up to the road cracked c serie de te bean I doklle sindika a evily crecleoskusteles de proposamena te ligar, ala vadbe medledsa vest deges Hauses, i limardeste, sedesy hendadostasieelbolagwawed as a base de la cakapeway neka bosadik 21 there in the che section ancatolestic region on the compressive section and also find the cascondmemantofar. The transformator (.AJE AL fald have, we may need to solve the quadratic equat focuing the trade from the top surface Cross section 25m 25m 45 K 352 1 Age J 4, W C (centre) T Į f = 38 Mpa fa 3.5 MPa f=500 MPa E₂ = 200 GPa E = 28600 MPa ܕܐ 4 Į Q Û o □ Q Search Sun 10 Jul 3:53 pm