Attributes for Structural Data
The following table shows the list of structural attributes that are supplied with SDB.
|
Attribute Name |
Help Text |
|---|---|
|
STR_A |
Cross-sectional area, in.2 (mm2) |
|
STR_AISC_MANUAL_LABEL |
The shape designation as seen in the AISC Steel Construction Manual |
|
STR_AREA |
Area |
|
STR_B |
Overall width of square or rectangular HSS, in. (mm) |
|
STR_BB |
Back to Back Spacing (bb), Distance, in |
|
STR_B_ |
Width of the flat wall of square or rectangular |
|
STR_BBCONFIGURATION |
Back to Back Configuration |
|
STR_BF |
Flange Width (bf), Distance, in |
|
STR_BF/2TF |
Slenderness ratio |
|
STR_BFDET |
Detailing value of flange width, in. (mm) |
|
STR_B/T |
Slenderness ration for angles |
|
STR_B_T |
Ratio of Width over Thickness (b/t) |
|
STR_B/TDES |
Slenderness ration for square or rectangular HSS |
|
STR_C |
HSS torsional constant, in.3 (mm3/103) |
|
STR_CENTROIDX |
Centroid X, Distance, in |
|
STR_CENTROIDY |
Centroid Y, Distance, in |
|
STR_CW |
Warping Constant (Cw), torsional warping constant, in^6 |
|
STR_D |
Web Depth (d), Distance, in |
|
STR_DDET |
Detailing value of member depth, in. (mm) |
|
STR_DEPTH |
Depth, Distance, in |
|
STR_D_T |
Ratio of Depth over Thickness (D/t) |
|
STR_D/T |
Slenderness ratio for round HSS and pipe, or tee shapes |
|
STR_EDINAME |
Alternate EDI Name |
|
STR_EDI_STD_NOMENCLATURE |
The shape designation according to the AISC |
|
STR_EO |
Horizontal distance from designated member edge |
|
STR_EO_X |
Eccentric shear distance (eo_x), Distance, in |
|
STR_FY3P |
Theoretical Maximum Yield Stress (Fy), force per area, ksi |
|
STR_GF |
Flange Gage (gf), Distance, in |
|
STR_GROUPID |
Group Id |
|
STR_GW |
Web Gage (gw), Distance, in |
|
STR_H |
Flexural Constant (H) |
|
STR_H_ |
Overall depth of flat wall of square or rectangular HSS, in. (mm) |
|
STR_HO |
Distance between the flange centroids |
|
STR_HT |
Overall depth of square or rectangular HSS, in. (mm) |
|
STR_H_T |
Ratio of Height over Thickness (h/t) |
|
STR_H/TDES |
Slenderness ratio for square or rectangular HSS |
|
STR_H/TW |
Slenderness ration |
|
STR_ID |
Inside diameter of round HSS or pipe, in. (mm) |
|
STR_IJUAC::XP |
IJUAC::xp |
|
STR_IJUAL::XP |
IJUAL::xp |
|
STR_IJUAL::YP |
IJUAL::yp |
|
STR_ISHOLLOW |
Is Hollow |
|
STR_ISSYMMETRICABOUTX |
Is Symmetric About X |
|
STR_ISSYMMETRICABOUTY |
Is Symmetric About Y |
|
STR_ISTRUCTANGLEBOLTGAGE::LSG |
ISTRUCTAngleBoltGage::lsg |
|
STR_ISTRUCTANGLEBOLTGAGE::LSG1 |
ISTRUCTAngleBoltGage::lsg1 |
|
STR_ISTRUCTANGLEBOLTGAGE::LSG2 |
ISTRUCTAngleBoltGage::lsg2 |
|
STR_ISTRUCTANGLEBOLTGAGE::SSG |
ISTRUCTAngleBoltGage::ssg |
|
STR_ISTRUCTANGLEBOLTGAGE::SSG1 |
ISTRUCTAngleBoltGage::ssg1 |
|
STR_ISTRUCTANGLEBOLTGAGE::SSG2 |
ISTRUCTAngleBoltGage::ssg2 |
|
STR_ISTRUCTFLANGEDBOLTGAGE::GF |
ISTRUCTFlangedBoltGage::gf |
|
STR_ISTRUCTFLANGEDBOLTGAGE::GW |
ISTRUCTFlangedBoltGage::gw |
|
STR_IW |
Moment of inertia about the w-axis for single angles |
|
STR_IX |
Moment of inertia about the x-axis, in.4 (mm4/106) |
|
STR_IXX |
Moment of Inertia about X (Ixx), second moment of area, in^4 |
|
STR_IY |
Moment of inertia about the y-axis, in.4 (mm4/106) |
|
STR_IYY |
Moment of Inertia about Y (Iyy), second moment of area, in^4 |
|
STR_IZ |
Moment of inertia about the z-axis, in.4 (mm4/106) |
|
STR_J |
Torsional Moment of Inertia (J), second moment of area, in^4 |
|
STR_K1 |
Detailing distance from center of web to flange toe of fillet, in. (mm) |
|
STR_KDES |
Design distance from outer face of flange to web toe of fillet, in. (mm) |
|
STR_KDESIGN |
Distance to Web Toe Fillet (kdesign), Distance, in |
|
STR_KDET |
Detailing distance from outer face of flange to web toe of fillet, in. (mm) |
|
STR_KDETAIL |
Distance to Web Toe Fillet (kdetail), Distance, in |
|
STR_LSG |
Long Side Gage (lsg), Distance, in |
|
STR_LSG1 |
Long Side Gage 1 (lsg1), Distance, in |
|
STR_LSG2 |
Long Side Gage 2 (lsg2), Distance, in |
|
STR_OD |
Outer Diameter (OD), Distance, in |
|
STR_PA |
Shape perimeter minus one flange surface |
|
STR_PA2 |
Single angle shape perimeter minus long leg surface |
|
STR_PB |
Shape perimeter |
|
STR_PC |
Box perimeter minus one flange surface |
|
STR_PD |
Box perimeter |
|
STR_PERIMETER |
Perimeter, Distance, in |
|
STR_QF |
Statical Moment at Point in Flange (Qf), Distance, in |
|
STR_QW |
Statical Moment at Mid Depth of Section (Qw), Distance, in |
|
STR_RO |
Polar Radius of Gyration about Shear Center (ro), Distance, in |
|
STR_RTS |
Effective radius of gyration |
|
STR_RX |
Radius of gyration about the x-axis, in. (mm) |
|
STR_RXX |
Radius of Gyration about X (Rxx), Distance, in |
|
STR_RXY |
Radius of Gyration about Principle XY (Rxy), Distance, in |
|
STR_RY |
Radius of gyration about the y-axis |
|
STR_RYY |
Radius of Gyration about Y (Ryy), Distance, in |
|
STR_RZ |
Radius of gyration about the z-axis, in. (mm) |
|
STR_SECTIONNAME |
Section Name |
|
STR_SHORTNAME |
Short Name |
|
STR_SSG |
Short Side Gage (ssg), Distance, in |
|
STR_SSG1 |
Short Side Gage 1 (ssg1), Distance, in |
|
STR_SSG2 |
Short Side Gage 2 (ssg2), Distance, in |
|
STR_SW |
Warping Statical Moment (Sw), second moment of area, in^4 |
|
STR_SWA |
Elastic section modulus about the z-axis at point A |
|
STR_SWB |
Elastic section modulus about the z-axis at point B |
|
STR_SWC |
Elastic section modulus about the z-axis at point C |
|
STR_SW1 |
Warping statical moment at point 1 on cross section |
|
STR_SW2 |
Warping statical moment at point 2 on cross section |
|
STR_SW3 |
Warping statical moment at point 3 on cross section |
|
STR_SX |
Elastic section modulus about the x-axis, in.3 (mm3/103) |
|
STR_SXX |
Elastic Section Modulus about X (Sxx), first mom of area, in^3 |
|
STR_SY |
Elastic section modulus about the y-axis, in.3 (mm3/103) |
|
STR_SYY |
Elastic Section Modulus about Y (Syy), first mom of area, in^3 |
|
STR_SZ |
Elastic section modulus about the z-axis, in.3 (mm3/103) |
|
STR_SZA |
Elastic section modulus about the w-axis at point A |
|
STR_SZB |
Elastic section modulus about the w-axis at point B |
|
STR_SZC |
Elastic section modulus about the w-axis at point C |
|
STR_TAN(A) |
Tangent of the angle between the y-y and z-z axes for single angles |
|
STR_T |
Distance between web toes of fillets at top and bottom of web |
|
STR_T_ |
Thickness of angle leg, in. (mm) |
|
STR_TDES |
Wall Thickness (tdesign), Distance, in |
|
STR_TF |
Flange Thickness (tf), Distance, in |
|
STR_TFDET |
Detailing value of flange thickness, in. (mm) |
|
STR_T_F |
Boolean variable |
|
STR_TNOM |
Wall Thickness (tnom), Distance, in |
|
STR_TW |
Web Thickness (tw), Distance, in |
|
STR_TWDET |
Detailing value of web thickness, in. (mm) |
|
STR_TWDET/1 |
Detailing value of tw/2, in. (mm) |
|
STR_UNITWEIGHT |
Unit weight, mass per length, lbm/ft |
|
STR_W |
Nominal weight, lb/ft (kg/m) |
|
STR_WA |
Distance from point A to center of gravity along w-axis |
|
STR_WB |
Distance from point B to center of gravity along w-axis |
|
STR_WC |
Distance from point C to center of gravity along w-axis |
|
STR_WIDTH |
Width, Distance, in |
|
STR_WGI |
The workable gage for the inner fastener holes |
|
STR_WGO |
The bolt spacing between inner and outer fastener holes |
|
STR_WNO |
Normalized Warping Function (Wno), area, in^2 |
|
STR_X |
Horizontal distance from designated member edge |
|
STR_X1 |
Beam Buckling Factor (X1), force per area, ksi |
|
STR_X2 |
Beam Buckling Factor (X2), Distance, in |
|
STR_XP |
Plastic neutral axis (xp), Distance, in |
|
STR_Y |
Vertical distance from designated member edge |
|
STR_YP |
Plastic neutral axis (yp), Distance, in |
|
STR_ZA |
Distance from point A to center of gravity along z-axis |
|
STR_ZB |
Distance from point B to center of gravity along z-axis |
|
STR_ZC |
Distance from point C to center of gravity along z-axis |
|
STR_ZX |
Plastic section modulus about the x-axis, in.3 (mm3/103) |
|
STR_ZXX |
Plastic Section Modulus about X (Zxx), first mom of area, in^3 |
|
STR_ZY |
Plastic section modulus about the y-axis, in.3 (mm3/103) |
|
STR_ZYY |
Plastic Section Modulus about X (Zyy), first mom of area, in^3 |
Attributes for Stiffener Data
The following table shows the list of stiffener attributes that are supplied with SDB.
|
Attribute Name |
Help Text |
|---|---|
|
STR_STIF_CENTROIDLOC_X |
centroidloc_x |
|
STR_STIF_CENTROIDLOC_Y |
centroidloc_y |
|
STR_STIF_CORNERRADIUS |
Cornerradius |
|
STR_STIF_FILLETRADIUS |
Filletradius |
|
STR_STIF_LXY |
Lxy |
|
STR_STIF_MOMENTOFAREAX |
Momentofareax |
|
STR_STIF_MOMENTOFAREAY |
Momentofareay |
|
STR_STIF_MOMENTOFINERTIA_X |
momentofinertia_x |
|
STR_STIF_MOMENTOFINERTIA_Y |
momentofinertia_y |
|
STR_STIF_ORIGINKEYPOINT |
Originkeypoint |
|
STR_STIF_PLASTICSECTIONMOD_X |
plasticsectionmod_x |
|
STR_STIF_PLASTICSECTIONMOD_Y |
plasticsectionmod_y |
|
STR_STIF_POLARL |
Polarl |
|
STR_STIF_PRINCIPALXX |
Principalxx |
|
STR_STIF_PRINCIPALYY |
Principalyy |
|
STR_STIF_PROJECTEDDEPTH |
Projecteddepth |
|
STR_STIF_PROJECTEDWIDTH |
Projectedwidth |
|
STR_STIF_RADIUSOFGYRATION_X |
radiusofgyration_x |
|
STR_STIF_RADIUSOFGYRATION_Y |
radiusofgyration_y |
|
STR_STIF_RADIUSOFGYRATION_Z |
radiusofgyration_z |
|
STR_STIF_SECTIONALMODULUS_X |
sectionalmodulus_x |
|
STR_STIF_SECTIONALMODULUS_Y |
sectionalmodulus_y |
|
STR_STIF_SHEARAREAX |
Shearareax |
|
STR_STIF_SHEARAREAY |
Shearareay |
|
STR_STIF_SHEARCENTERLOC_X |
shearcenterloc_x |
|
STR_STIF_SHEARCENTERLOC_Y |
shearcenterloc_y |
|
STR_STIF_TORSIONCONSTANT |
Torsionconstant |
|
STR_STIF_WARPINGCONSTANT |
Warpingconstant |
|
STR_STIF_WEBLENGTH |
Weblength |
|
STR_STIF_WEBTHICKNESS |
Webthickness |
|
STR_STIF_XDIRECTIONKEYPOINT |
Xdirectionkeypoint |
|
STR_STIF_YDIRECTIONKEYPOINT |
Ydirectionkeypoint |
All these attributes are declared on the SRD > Component Manager > Attribute Management screen in the attribute group STR ATTR.
Commodity Rule for Structural Data
The commodity rule STR_XSEC to create commodity codes for the structural cross sections data is supplied with SDB. A new table STR_CROSS_SECTIONS is used in this commodity rule. The table STR_CROSS_SECTIONS have detail values - one for each of the cross-section classes created in the CMS module (see above sections).
Part for Structural Data
The part CSUS is supplied for creating structural commodity codes.
Commodity Codes for Structural Data
The following table shows the list of structural commodity codes that are supplied with SDB. A single commodity code is created for individual cross section classes created in the CMS module.
