[PDF] List of Symbol Definitions Symbols. F2007abn. 1. List of





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List of Symbol Definitions

Symbols. F2007abn. 1. List of Symbol Definitions a long dimension for a section subjected to torsion (in mm); acceleration (ft/sec.

ENDS 231 Symbols F2007abn

1

List of Symbol Definitions

a long dimension for a section subjected to torsion (in, mm); acceleration (ft/sec 2 , m/sec 2 a area bounded by the centerline of a thin walled section subjected to torsion (in 2 , mm 2 A area, often cross-sectional (in2 , ft 2 , mm 2 , m 2 A e net effective area, equal to the total area ignoring any holes (in 2 , ft 2 , mm 2 , m 2 ) (see A net Ag gross area, equal to the total area ignoring any holes (in 2 , ft 2 , mm 2 , m 2 A net net effective area, equal to the gross area subtracting any holes (in 2 , ft 2 , mm 2 , m 2 ) (see A e) A p bearing area (in 2 , ft 2 , mm 2 , m 2 A throat area across the throat of a weld (in 2 , ft 2 , mm 2 , m 2 A web web area in a steel beam equal to the depth x web thickness (in2 , ft 2 , mm 2 , m 2

ASD Allowable Stress Design

b width, often cross-sectional (in, ft, mm, m); narrow dimension for a section subjected to torsion (in, mm); number of truss members b f width of the flange of a steel beam cross section (in, mm) c distance from the neutral axis to the top or bottom edge of a beam (in, mm, m); distance from the center of a circular shape to the surface under torsional shear strain (in, mm, m) ci distance from the center of a circular shape to the inner surface under torsional shear strain (in, mm, m) c o distance from the center of a circular shape to the outer surface under torsional shear strain (in, mm, m) c 1 coefficient for shear stress for a rectangular bar in torsion c2 coefficient for shear twist for a rectangular bar in torsion CL, q center line

C compression label;

compression force (lb, kips, N, kN) C b modification factor for moment in ASD & LRFD steel beam design, C b = 1 for simply supported beams (0 moments at the ends) C c column slenderness classification constant for steel column design CD load duration factor for wood design C F size factor for wood design C m modification factor for combined stress in steel design C M wet service factor for wood design C p column stability factor for wood design C t temperature factor for wood design

ENDS 231 Symbols F2007abn

2 d depth, often cross-sectional (in, mm, m);

perpendicular distance from a force to a point in a moment calculation (in, mm, m) d x difference in the x direction between an area centroid (x) and the centroid of the composite shape ( xˆ) (in, mm) d y difference in the y direction between an area centroid (y) and the centroid of the composite shape ( yˆ) (in, mm)

D diameter of a circle (in, mm, m);

dead load for LRFD design

DL dead load

e eccentric distance of application of a force (P) from the centroid of a cross section (in, mm) E modulus of elasticity (psi; ksi, kPa, MPa, GPa); earthquake load for LRFD design f symbol for stress (psi, ksi, kPa, MPa) a f calculated axial stress (psi, ksi, kPa, MPa) b f calculated bending stress (psi, ksi, kPa, MPa) c f calculated compressive stress (psi, ksi, kPa, MPa) cr f calculated column stress based on the critical column load P cr (psi, ksi, kPa, MPa) t f calculated tensile stress (psi, ksi, kPa, MPa) p f calculated bearing stress (psi, ksi, kPa, MPa) x f combined stress in the direction of the major axis of a column (psi, ksi, kPa, MPa) v f calculated shearing stress (psi, ksi, kPa, MPa) y f yield stress (psi, ksi, kPa, MPa)

F force (lb, kip, N, kN);

capacity of a nail in shear (lb, kip, N, kN); symbol for allowable stress in design codes (psi, ksi, kPa, MPa) F a allowable axial stress (psi, ksi, kPa, MPa) F b allowable bending stress (psi, ksi, kPa, MPa) b F allowable bending stress for combined stress for wood design (psi, ksi, kPa, MPa) F c allowable compressive stress (psi, ksi, kPa, MPa) F connector resistance capacity of a connector (lb, kips, N, kN) cE F intermediate compressive stress for ASD wood column design dependant on material (psi, ksi, kPa, MPa) c F allowable compressive stress for ASD wood column design (psi, ksi, kPa, MPa) c*F intermediate compressive stress for ASD wood column design dependant on load duration (psi, ksi, kPa, MPa)

ENDS 231 Symbols F2007abn

3 e F allowable buckling stress for combined bending steel design (psi, ksi, kPa, MPa) F t allowable tensile stress (psi, ksi, kPa, MPa) F v allowable shear stress (psi, ksi, kPa, MPa); allowable shear stress in a welded connection F x force component in the x coordinate direction (lb, kip, N, kN) F y force component in the y coordinate direction (lb, kip, N, kN); yield stress (psi, ksi, kPa, MPa) Fquotesdbs_dbs14.pdfusesText_20
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