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Modules for Beams, Columns, Foundations and Slabs design allow you to determine the required reinforcement area and a spacing of reinforcing bars within the cross-section of a concrete structure element.

The RC Member Design module allows you to obtain a theoretical required area of reinforcement for selected concrete members. To access this option, do either of the following. When creating a structure model, you define geometrical parameters of concrete beams and columns buckling parameters, allowable values of deflection and displacements at member ends. The code parameters of concrete structure elements steel and concrete parameters and types of reinforcing bars , are defined in a Calculation Parameters dialog.

The following codes allow you to calculate reinforcement theoretical required area:. In the above dialog, the following options are displayed. Lists of elements taken into consideration during calculations are defined in three ways:. Design cases:. A set of active fields is different for different codes. Choice fields for code combinations are active only when such calculations have been generated before.

A list of cases can be entered in the appropriate field or in a Selection dialog starting with the ' Number of calculation points for beams can be defined in two ways:.

See also:. Interpretation of calculation results for RC member theoretical required reinforcement. Select Members - theoretical required reinforcement layout, in the layout group titled Design. Parent topic: RC Members.


8. civil/struct'l/aci 318-95-Aci-Design-Handbook

ACI was founded in January during a convention in Indianapolis. A lack of standards for making concrete blocks resulted in a negative perception of concrete for construction. An editorial by Charles C. Brown in the September issue of Municipal Engineering discussed the idea of forming an organization to bring order and standard practices to the industry. Richard Humphrey was elected its first President.

IEC 61131-7 PDF

ACI 318 95



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