DESIGN/SRC/AIK-SRC2K/CC-TABLE : SRC Column Checking Table

Root Object

1

Map of keyed objects where each key is a string identifier.

"Argument"

object

-

Required

General

1

Table Type

• MEMB: "MEMB"

• PROP: "PROP"

"TABLE_TYPE"

string

-

Required

oneOf Choose exactly one of the following keys: "ELEMS" or "SECTIONS".

2

Element Numbers

Use either ELEMS or SECTIONS, not both.

"ELEMS"

object

-

Optional

anyOf At least one of the following keys must be provided: "KEYS", "TO", or "STRUCTURE_GROUP_NAME".

2.1

Specify Each ID

Constraints:

• Items: min 1

"KEYS"

Array [integer]

-

Optional

2.2

Specify ID Range

"TO"

string

-

Optional

2.3

Structure Group Name

"STRUCTURE_GROUP_NAME"

string

-

Optional

3

Section No.

Constraints:

• Items: min 1

Use either ELEMS or SECTIONS, not both.

"SECTIONS"

Array [integer]

-

Optional

4

Primary Sorting Option

• SECT: "0"

• MEMB: "1"

"PRI_SORT"

integer

1

Optional

5

Result View Option

• All: "0"

• OK: "1"

• NG: "2"

"RESULT"

integer

0

Optional

6

Table Name

Output table title in response

"TABLE_NAME"

string

"SRC Column Checking Result"

Optional

7

Export Path

Optional: Save results to file path

"EXPORT_PATH"

string

-

Optional

8

Unit Settings

"UNIT"

object

System

Optional

8.1

Force unit

"FORCE"

string

-

Optional

8.2

Length/Distance unit

"DIST"

string

-

Optional

8.3

Heat unit

"HEAT"

string

-

Optional

8.4

Temperature unit

"TEMP"

string

-

Optional

9

Number Format

"STYLES"

object

System

Optional

9.1

Number format

• Default: "Default"

• Fixed: "Fixed"

• Scientific: "Scientific"

• General: "General"

"FORMAT"

string

-

Optional

9.2

Digit place

Constraints:

• Value Range: >= 0, <= 15

"PLACE"

integer

-

Optional

10

Components

• Status of strength verification results by members: "CHK"

• Element number: "MEMB"

• Section property number: "SECT"

• Maximum Combined Interaction Ratio: "COM"

• Stress ratio for the shear force (Member shear stress / Allowable shear stress): "SHR"

• Symbol for sectional shape (RBO, RBC, RPO, RPC, CBO, CBC, CPO, CPC, EBC, EPC, RIB, CIB): "Type"

• Standard rebar size and the number of main rebars (n1-n2-#xx(Dxx)): "Rebar"

• Steel section name entered by the user or stored internally by the program: "Section"

• Steel material name entered by the user or stored internally by the program: "Material"

• Yield strength of steel (Fy): "Fys"

• Design yield strength for main rebars: "Fyr"

• Concrete design compressive strength (f'c): "fc"

• Width of concrete section: "Bc"

• Height (depth) of concrete section: "Hc"

• Load combination yielding the maximum combined stress ratio: "LCB"

• Member length based on local node coordinates of the analysis model: "Len"

• Unbraced length for buckling about strong (y) axis: "Ly"

• Unbraced length for buckling about weak (z) axis: "Lz"

• Effective buckling length factor about strong (y) axis: "Ky"

• Effective buckling length factor about weak (z) axis: "Kz"

• Coefficient for moment magnification about strong (y) axis: "Cmy"

• Coefficient for moment magnification about weak (z) axis: "Cmz"

• Member axial force (Pa > 0 tension, Pa < 0 compression): "Pa"

• Bending moment about strong (y) axis: "My"

• Bending moment about weak (z) axis: "Mz"

• Axial stress in member: "fa"

• Bending stress about strong (y) axis: "fby"

• Bending stress about weak (z) axis: "fbz"

• Allowable axial stress: "Fa"

• Allowable bending stress about strong (y) axis: "FBy"

• Allowable bending stress about weak (z) axis: "FBz"

"COMPONENTS"

Array [string]

-

Optional