Civil MDC

Allowable Stress Design of Masonry Bearing Wall Based on ACI 530-05 / IBC 06 2

Allowable Stress Design of Masonry Bearing Wall Based on ACI 530-05 / IBC 06

The peak stress of stability point curve can then be regarded as the maximum permissible stress level of brick masonry under cyclic actions. The peak stress of stability point curve of this investigation was found to be about two-thirds of the average failure stress.

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