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Now moment along each direction and its capacity is checked simultaneously instead of M-resultant. While generating P-M curve the moment capacity has been worked out for bending about local axes simultaneously for a given NA angle and location.
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Interaction principle (Discrete Action) This is the new option of design of column c olumn provided in RCDC. STAAD Advanced Concrete Design RCDC V6.3 MU-RES < MU-CAP The M-capacity is checked against M-resultant. Structural Design of Reinforced Concrete Buildings 81 TABLE 4.13 Wind 80.
#Concrete design in staad pro pro
While generating P-M curve the moment capacity has been worked out for resultant moment for a given NA angle and location. been considered and the input given to computer analysis using STAAD Pro CE. Resultant Moment (Combined Action) This is the existing method of design of column which is available in earlier version. In this version of RCDC, user will have following options to design column. This can be done by manually entering the steel grade value as shown in the below snippet. With this feature, user can set the Reinforcement grade to as low as 200MPa (30ksi). This feature is an enhancement for existing Reinforcement grade of minimum 410MPa (60ksi). So, for all practical purposes, the max Effective Length Factor is allowed to be 5 (on higher side) in this release.ĭesign with Lower Steel Grade in EURO & ACI code. Effective Length Factor which is greater than 2.0 in dicates a theoretically unstable condition. The value of Effective Length Ratio, is in between the Minimum and Maximum values, the calculated value will be used in further calculations. The value of Effective Length Ratio, if greater than Maximum value will be bought down to the provided Maximum value. The value of Effective Length Ratio below the provided Minimum value will be bought to the provided minimum value.
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These values set will be applicable to all the columns & walls present in the said structure. It goes as follows: User has an option to set a Minimum & a Maximum value i n the given box. In this version of RCDC, user will have a choice to control the Effective Length R atio. STAAD Advanced Concrete Design RCDC V6.3 ➢Įffective Length Ratio – Define Define Minimum & Maximum Value to Control Effective Length Ratio. Maximum Rebar Length for BBS can set to 6m Option to consider Interactive type or Resultant type of PM curve plotting for Axial Force & Moments. Design with Lower Grade of Concrete and Steel in EURO & ACI code. The newly introduced features are: Noĭescription Effective Length Ratio – Define Define Minimum & Maximum Value to control Effective Length Ratio. STAAD Advanced Concrete Design RCDC V6.3 Release Notes STAAD Advanced Concrete Design RCDC V6.3 is here with new features enhancing the design, detailing and drawings.