Jorgito: ¡Ay, Macarena! ¡Creo que hay [q14] debajo de mi cam…
Jorgito: ¡Ay, Macarena! ¡Creo que hay [q14] debajo de mi cama! Macarena: Tranquilo, Jorgito. ¿Ves? No hay [q15] allí. ¡Tienes una gran imaginación! Jorgito: Macarena, no quiero ir a dormir porque [q16] estoy cansado [q17] me leíste el libro que me gusta. Macarena: Es verdad, Jorgito. ¿Prefieres leer un libro de aventuras [q18] de animales?
Read DetailsDetermine the maximum axial strength φPn,max for the followi…
Determine the maximum axial strength φPn,max for the following tied column.Column width, b = 28 in.Column thickness, h = 12 in.Number of longitudinal bars = 12Size of longitudinal bars = No. 8Size of ties = No. 3Concrete strength = 4,000 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 40,000 psi
Read DetailsDetermine the required splice length for the epoxy-coated lo…
Determine the required splice length for the epoxy-coated longitudinal bars in the following tied column made of lightweight concrete. Assume that some of the longitudinal bars are in tension and that the connection should be designed as a Class B contact lap splice. Use ACI 318-14 Table 25.4.2.2 to calculate the development length, and assume that the ties satisfy the Code minimum.Column width, b = 22 in.Column thickness, h = 14 in.Clear cover to ties = 1.5 in.Number of longitudinal bars = 6Size of longitudinal bars = No. 10Size of ties = No. 3Concrete strength = 5,500 psiYield strength of longitudinal bars = 60,000 psiYield strength of ties = 40,000 psi
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