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Perencanaan Pelat Lantai Beton SNI by Pramusito Ary S is a document available to read on EtoBox.

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The document discusses the planning of floor slab thicknesses. It calculates the minimum required thicknesses of slabs A through H based on bending stiffness requirements. For each slab, it determines the bending coefficients, average bending coefficient, and required thicknesses based on code requirements. It finds that all slab thicknesses required are less than 120mm, so the minimum thickness of 120mm is used for all slabs. A table summarizes the results.

Author

Pramusito Ary S

Language

EN