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Perhitungan Balok Beton Bertulang by Arsa Firdaus is a document available to read on EtoBox.

What is Perhitungan Balok Beton Bertulang about?

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