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  • Users: swmiami
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  1. swmiami

    Strength of A-30 concrete

    I need to evaluate an existing building that was designed in 1958. A-30, A-37.5 and A-50 concretes were specified. Does anyone know the strengths? Thanks.
  2. swmiami

    Specification of grout between tilt up panel and footing

    Do I need to specify non-shrink grout between tilt-up wall panel and footing? If not, any special requirements should I specify? Thanks.
  3. swmiami

    ACI 318, minimum nonbearing wall thickness

    It appears that the minimum wall thickness (1/30) requirement for nonbearing walls in Section 14.6.1 of ACI318-05 is for wall designed by Empirical Design Method only (14.5), because there is no thickness limit if the wall is designed by Section 14.4 or 14.8. Can anyone confirm this and/or...

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