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)
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)
|
|