The Limitations section of this document. The TheseĬalculations encompass all the code requirements except those noted in Rectangular beams and rectangular or circular columns. The program will design the longitudinal and shear reinforcement for Those provisions should be checked by hand outside of RISA. Beams and Columns designed in RISA meet all of the requirements for Ordinary Moment Frames except for the additional requirements indicated in ACI 318-14 Section 18.3.Unless otherwise specified, all code references below are to ACI 318-14. The 2007 Edition of the Saudi Building Code (SBC 304).The 2004 Edition of the Mexican code (NTC-DF).The 1995 Edition of the New Zealand code (NZS.
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