Design Code

 

 

 

Determine the applicable design code and the applicability of special provisions for seismic design for the design of or the strength verification for RC members.

 

 

 

From the Main Menu select Design > Concrete Design Parameter > Design Code

 

From the Menu tab of the Tree Menu select Design > Concrete Design Parameter > Design Code

 

 

 

 

The following dialog box is used to enter the data:

 

Concrete Design Code dialog box

 

Design Code

 

RC design code (refer to Note 1)

 

 

Apply Special Provisions for Seismic Design

 

Option to apply the special provisions for seismic design

 

 : Enter the selection and close the dialog box.

 

 : Do not enter the selection and close the dialog box.

 

 

Select Frame Type

 

Apply different Scale up Factor for Shear for each seismic zone (This is applicable for ACI318-89, 95, 99, 02,05).

 

Special Moment Frames: Moment frame in strong-motion seismic zone

 

Intermediate Moment Frames: Moment frame in intermediate-motion seismic zone

 

Ordinary Moment Frames: Moment frame in weak-motion seismic zone

 

 

Shear for Design

 

Apply Scale up Factor for Shear as per special provisions for seismic design.

 

: Apply Scale up Factor for Shear as per a relevant code.

R*Vc(a1*SUM(Mpr)/L>max(Ve1,Ve2)/2)     

R: ACI318-05 Clause 21.3.4.2 indicates that " Transverse reinforcement shall be proportioned to resist shear assuming Vc=o when ...". In midas, even though such conditions occur, the user can include a part of shear strength of concrete as well as shear reinforcement.

Method: Select a method to apply Scale up Factor for Shear.

Max(Ve1, Ve2): Use the larger of the shear forces to which Scale up Factors for Shear (a1, a2) will have been applied.

Min(Ve 1, Ve 2): Use the lesser of the shear forces to which Scale up Factors for Shear (a1, a2) will have been applied.

Ve 1: Select to apply Scale up Factor for Shear (a1).

Ve 2: Select to apply Scale up Factor for Shear (a2).

Revision of Ver.7.6.1

 

Note 1

 

If the user omits the design code, the Concrete Structure Design Code of the European Standard (Eurocode2:04) is applied by default. The available RC design codes are as follows:

 

- Ultimate Strength Design, the American Concrete Institute (ACI318-05/02/99/95/89)

 

 

- Canadian Standards Association of Concrete Structures (CSA-A23.3-94)

 

 

- British Standard, Structural use of concrete Part 1 (BS8110-97)

 

 

 

- ENV 1992-1-1:1992 Eurocode2, Design of concrete structures Part 1 (Eurocode2)

 

 

- EN 1992-1-1:2004 Eurocode2, Design of concrete structures Part 1 (Eurocode2:04)

 

 

(available upon request)

 

- Taiwan (TWN-USD02)

 

 

Revision of Ver.7.6.1

 

Torsion Design

 

Apply torsional design based on Taiwanese Concrete Design Code clause 4.7. This option is applicable for TWN-USD92 only.

 

- Indian Standard (IS456:2000)

 

 

- China Standard (GB50010-02)

 

- Architectural Institute of Japan (AIJ-WSD99)

 

- Architectural Institute of Korea (AIK-USD94)

 

- Korean Society of Civil Engineers (KSCE-USD96)

 

- Korean Concrete Institute (KCI-USD99)

 

- Architectural Institute of Korea (AIK-WSD2K)