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ST7-1.55.10.7 RC Module Verification
This Webnote looks at a simple reinforced concrete beam example using the Plate RC Module and compares the results to design code calculations. A cross section of 250 mm thick and 600 mm wide = 32 MPa concrete is reinforced with 4 ( N16 bars with a cover of 30 mm. The aim is to calculate its moment capacity using AS3600-2009 and compare the results with a Strand7 model. According to Clause 8.1.3, (1)  (2)  Assuming that at full capacity the concrete has a stress of 2 ...
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