About this document
Perhitungan Balok Beton Bertulang by Arsa Firdaus is a document available to read on EtoBox.
The document calculates the moment capacity, required reinforcement, and spacing for several sections of a concrete beam that is 3.3 meters long, 1000 mm wide, and has a depth of 123.5 mm. The yield strength of the reinforcement is 400 MPa. Sections C and E require a reinforcement ratio of 0.00521 to resist the bending moment, while the other sections require the minimum ratio of 0.004.
- Author
- Arsa Firdaus
- Language
- EN