Factores De Seguridad Asi

ACI 318-08 requires (21.1.2) that interaction between structural and nonstructural elements that may a ect t e response du g t e ea t qua e o st uctu a e e e ts t at ay affect the espo se during the earthquake Must be taken into account. Rigid members assumed not to be a part of the seismic-force-resisting system are permitted provided their effect on the response of the system is considered and accommodated in the structural design. Consequences of failure of structural and nonstructural members that are not a part of the seismic-force-resisting system shall be considered.

Compressive strength of concrete fc′ ≥ 21 MPa Specified compressi e strength of light eight compressive lightweight concrete ≤ 35 MPa For computing the amount of confinement reinforcement fyt ≤ 700 MPa (= 100,000 psi = 7000 kgf/cm2) Reinforcing steel must meet ASTM A706. If ASTM A615 is used, it must meet:

The actual yield strength based on mill tests does not exceed fy by more than 125 MPa. The ratio of the actual tensile strength to the actual yield strength is not less than1.25ACI 318-08 requires (21.1.2) that interaction between structural and nonstructural elements that may a ect t e response du g t e ea t qua e o st uctu a e e e ts t at ay affect the espo se during the earthquake Must be taken into account. Rigid members assumed not to be a part of the seismic-force-resisting system are permitted provided their effect on the response of the system is considered and accommodated in the structural design. Consequences of failure of structural and nonstructural members that are not a part of the seismic-force-resisting system shall be considered.

Compressive strength

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