scstructcalc
HomeMoment of inertia, elastic and plastic section modulus of I-shaped section
Moment of inertia, elastic and plastic section modulus of channel section
Moment of inertia, elastic and plastic section modulus of square and rectangular box section
Moment of inertia, elastic and plastic section modulus of round HSS section
Moment of inertia, elastic and plastic section modulus of tee section
Moment of inertia, elastic and plastic section modulus of rectangular bar section
Moment of inertia, elastic and plastic section modulus of round section
Design compressive strength of doubly symmetric I-shaped section
Design compressive strength of singly symmetric built-up I-shaped section
Design compressive strength of channel section
Design compressive strength of square or rectangular HSS or box section
Design compressive strength of round HSS section
Design compressive strength of tee section
Design compressive strength of rectangular bar section
Design compressive strength of round section
Design moment strength of doubly symmetric compact I-shaped section bent about axis perpendicular to web
Design moment strength of doubly symmetric I-shaped section with compact web and noncompact or slender flanges bent about axis perpendicular to web
Design moment strength of doubly symmetric and singly symmetric I-shaped section with compact or noncompact web bent about axis perpendicular to web
Design moment strength of doubly symmetric and singly symmetric I-shaped section with slender web bent about axis perpendicular to web
Design moment strength of channel section bent about axis perpendicular to web
Design moment strength of doubly symmetric I-shaped section bent about axis perpendicular to flanges
Design moment strength of channel section bent about axis perpendicular to flanges
Design moment strength of square or rectangular HSS or box section bent about axis perpendicular to height of section
Design moment strength of round HSS section
Design moment strength of tee section bent about axis perpendicular to web
Design moment strength of rectangular bar section
Design moment strength of round section
Design shear strength of I-shaped section bent about axis perpendicular to web
Design shear strength of channel section bent about axis perpendicular to web
Design shear strength of tee section bent about axis perpendicular to web
Design shear strength of square and rectangular HSS and box section bent about axis perpendicular to height of section
Design shear strength of round HSS section
Design shear strength of doubly symmetric I-shaped section bent about axis perpendicular to flanges
Design shear strength of channel section bent about axis perpendicular to flanges
Design shear strength of web panel with transverse stiffeners for I-shaped or channel section without considering tension field action
Design shear strength of interior web panel with transverse stiffeners for I-shaped or channel section considering tension field action
Design strength for limit state of flange local bending for tensile single-concentrated forces and tensile component of double-concentrated forces
Design strength for limit state of web local yielding for single-concentrated forces and both components of double-concentrated forces
Design strength for limit state of web local crippling for compressive single-concentrated forces or compressive component of double-concentrated forces
Design strength for limit state of sidesway buckling for compressive single-concentrated forces
Design strength in case of web local yielding or web local crippling or web sidesway buckling with a pair of transverse stiffeners
Design strength in case of flange local bending or web local yielding with a pair of transverse stiffeners
Deflection at midspan of I-shaped section beam bent about axis perpendicular to web(pinned or fixed or cantilever beam)
Deflection at midspan of continuous I-shaped section beam bent about axis perpendicular to web
Deflection at midspan of channel section beam bent about axis perpendicular to web(pinned or fixed or cantilever beam)
Deflection at midspan of continuous channel section beam bent about axis perpendicular to web
Deflection at midspan of I-shaped section beam bent about axis perpendicular to flanges(pinned or fixed or cantilever beam)
Deflection at midspan of continuous I-shaped section beam bent about axis perpendicular to flanges
Deflection at midspan of channel section beam bent about axis perpendicular to flanges(pinned or fixed or cantilever beam)
Deflection at midspan of continuous channel section beam bent about axis perpendicular to flanges
Deflection at midspan of square or rectangular box section beam bent about axis perpendicular to height of section(pinned or fixed or cantilever beam)
Deflection at midspan of continuous square or rectangular box section beam bent about axis perpendicular to height of section
Deflection at midspan of round HSS section beam(pinned or fixed or cantilever beam)
Deflection at midspan of continuous round HSS section beam
Deflection at midspan of tee section beam bent about axis perpendicular to web(pinned or fixed or cantilever beam)
Deflection at midspan of continuous tee section beam bent about axis perpendicular to web
Deflection at midspan of rectangular bar section beam(pinned or fixed or cantilever beam)
Deflection at midspan of continuous rectangular bar section beam
Deflection at midspan of round section beam(pinned or fixed or cantilever beam)
Deflection at midspan of continuous round section beam
Moment of inertia for fully composite uncracked transformed section(I-shaped section with constant thickness concrete slab) bent about axis perpendicular to web
Design positive moment strength of composite section(I-shaped section with constant thickness concrete slab) bent about axis perpendicular to web in case of plastic stress distribution
Design positive moment strength of shored composite section(I-shaped section with constant thickness concrete slab) bent about axis perpendicular to web in case of elastic stress distribution