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Analisis Kolom Beton: Langsing vs Pendek by jeman putra is a document available to read on EtoBox.
1. The column AB is determined to be a slender column based on calculations showing its slenderness ratio is greater than 22. 2. The required steel reinforcement for column AB is calculated to be 3 bars with a diameter of 16 mm each, providing a total cross-sectional area of steel of 598.7 mm^2. 3. The column is determined to be at risk of compressive failure based on calculations showing the applied load exceeds the calculated compressive strength of the column.
- Author
- jeman putra
- Language
- EN