Users of this system, can login to view this document.
Login
Enter the following information to request a copy of the document from the responsible person.
Resistencia a la compresión axial del concreto f’c=210 kG/CM2 diseñado con material árido artificial (escoria siderúrgica) reemplazando el agregado fino en porcentajes de 10%, 15% y 20%
This email address is used for sending the document.
