Universidad Católica Boliviana "San Pablo"

Page 10 (Ejemplo de Diseño) ADAPT-PT V-2018.00 ------------------------------------------------------------------------------ 2 7 BOT 1.85 2 20 11.16 628.00 11.4.2 - STEEL DISPOSITION - TOP BARS -------------------- TOP STEEL ----------------- SPAN ID FROM QUANTITY SIZE LENGTH (m ) (m ) --1-------2-------3----------4------5--------6-- 1 1 0.00 2 20 19.00 1 2 0.00 3 20 4.90 1 3 12.57 3 20 6.43 2 1 0.00 2 20 13.00 2 3 0.00 3 20 6.43 2 4 9.60 3 20 3.40 11.4.3 - STEEL DISPOSITION - BOT BARS -------------------- BOT STEEL ----------------- SPAN ID FROM QUANTITY SIZE LENGTH (m ) (m ) --1-------2-------3----------4------5--------6-- 1 5 0.00 2 20 19.00 1 6 0.00 2 20 19.00 2 5 0.00 2 20 13.00 2 6 0.00 2 20 0.30 2 7 1.85 2 20 11.16 13 - S H E A R D E S I G N FOR BEAMS AND ONE-WAY SLAB SYSTEMS: ============================================================================== Legend: Fy : 500.00 N/mm^2 X : distance from the left support of the span d : effective depth of the section Vu : factored shear Ratio : ratio of calculated to allowable stress Req. : required shear reinforcement Spacing : distance between shear stirrups Base Stat : status of base shear stirrups Shear reinforcement : 2-legged #8 stirrups 13.1 - SUMMARY OF SHEAR CALCULATION ------------------------------------------------------------------------------ SPAN 1 LENGTH = 19.00 m XL X d Vu,max Mu,max Ratio Req. Spacing Base [m ] [mm] [kN] [kNm] [mm^2/m ] [mm] Stat ---1------2---------3----------4----------5-------6----------7----------8----9--