Reinforcement Reference Standard: American Concrete Institute (ACI) “ Details and Detailing of Concrete Reinforcement”. Metal Deck. proval of placing drawings is established in the ACI detailing standard and in the ASCE quality manual. ACI Detailing Standard. The USA. Aci 05 pdf STAAD Foundation Advanced CONNECT Edition Bentley RAM Connection CONNECT Edition Este Reglamento.
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3315-05 It is an iterative calculation, where number of bars is same, but the diameter of bars increases. This item prescribes minimal diameter of shear reinforcement based on the chapter 7. Code defines maximum of the values of fy and fytused in design calculations, shall not exceed MPa, except for prestressing steel and for spiral transverse reinforcement in The values of this factor for different situation are defined in ACI, clause 9.
The value sets maximum value of compression strength of concrete.
This setting is used for iterative calculation in concrete. If clear spacing of bars is lesser than minimum spacing then design of longitudinal 3115-05 finishes with the following warnings.
Exceptions to this limit were permitted in There are two possibilities:. Each type of memebr beam or column has the different detailing provisions for design of longitudinal and shear reinforcement.
The comparison of results for different reinforcement type and different delta are of reinforcement for columns with different size number of reinforcement is in table below. It is not possible to input appropriate values in material properties. This item prescribes maximal allowed centre to centre spacing between stirrups legs based on the chapter It is possible to define minimal concrete cover, set default values for member design, such as reinforcement diameters, and materials both independent for main reinforcement and stirrups.
If this check box is ON, then centre-centre spacing between bars is checked. For method Only corner design the following principles are used For real area of reinforcement bars — the diameter of bar increases according to list of basic diameter, which can be different for each code.
This setting allows to set type of area of reinforcement for biaxial and only corner design, which will be used for design of reinforcement. The value from edit box value s t,max is used for calculation number of cuts of shear reinforcement independently if check box is ON or OFF.
It is iterative calculation, where program checked all possible arrangements of bars of reinforcement according to interaction formula see chapter “4. Concrete cover of the stirrup. This group is divided into three main parts.
Check selected section only is ON and user section are defined.
It is active only, if item User input is selected in group Ratio BetaD. If clear spacing of bars is lesser than minimum spacing then design of longitudinal reinforcement finishes with If clear spacing of bars is lesser than minimum spacing then design of longitudinal reinforcement finishes with the following warnings. Calculation of magnified moment for compression member. The Engineering Division checks plans to verify they will properly connect to the City infrastructure water, sewer and ensure grading is properly done and required improvements such as sidewalk, curb and gutter are installed.
The value sets minimum value of compression strength of concrete. For automatic calculation, factor b d is calculated in each sections of the compression column, it means that in each section at length of compression member the different value can be taking into account.
Design defaults for Beams are shown on the first picture of this chapter. It is active only, if item Delta area acu reinforcement is selected from combo box Area of 315–05 type. This edit box is used for inputting area of reinforcement, which will be used for biaxial and only corner design.
It follows that for calculation of this value. This option From user reinforcement will be taken into account only if some user reinforcement is defined in the column. Else if this check box is ON, then iterative calculation for strength reduction factor will be used for design reinforcement to beam “8.
The possibilty of correction calculation, when warning is appeared, is presented in the table. This setting allows taking into account second order eccentricity magnified moments calculated according to clause If user inputs bigger value then maximal value from concrete setup is taken into account.
By this possibility, user let Scia Engineer to evaluate minimum concrete cover, which may be used according to the Code.