Niorosky Engineering Online
Author: Nioro Guevarra Furiscal
AREA MOMENT METHOD APPLIED ON A DOUBLE OVERHANG BEAM
AREA MOMENT METHOD APPLIED ON A SIMPLY SUPPORTED BEAM
DOUBLE INTEGRATION METHOD APPLIED ON RESTRAINED BEAM
DOUBLE INTEGRATION METHOD APPLIED ON PROPPED BEAM
DOUBLE INTEGRATION METHOD APPLIED ON PROPPED BEAM WITH AN OVERHANG
LRFD & ASD FLEXURAL STRENGTH: I-SHAPED STEEL SECTION WITH NONCOMPACT OR SLENDER FLANGE
LRFD & ASD FLEXURAL STRENGTH: I-SHAPED COMPACT STEEL SECTION
PRINCIPLE OF DESIGN AND ALLOWABLE FLEXURAL STRENGTH OF I SHAPED STEEL SECTIONS BASED ON NSCP 2015
CAMBER CALCULATION (ECCENTRIC END SPAN)
CAMBER CALCULATION (NON-ECCENTRIC END SPAN)
STEEL LOCAL BUCKLING CONDITIONS (CHECK FOR COMPACTNESS)
STEEL SECTIONAL PROPERTIES BASED ON AISC STEEL CONSTRUCTION MANUAL 15TH EDITION PART 2 OF 2
STEEL SECTIONAL PROPERTIES BASED ON AISC STEEL CONSTRUCTION MANUAL 15TH EDITION PART 1 OF 2
CAMBER FORMULA DERIVATION FOR A TRAPEZOIDAL TENDON PROFILE
CAMBER FORMULA DERIVATION FOR A PARABOLIC TENDON PROFILE
CAMBER FORMULA DERIVATION FOR A RECTANGULAR TENDON PROFILE
CAMBER FORMULA DERIVATION FOR A TRIANGULAR TENDON PROFILE
SPECIFIED YIELD & TENSILE STRENGTH OF STEEL BASED ON ASTM STANDARDS
AISC STEEL SHAPES & SECTION PROPERTIES
ELASTO PLASTIC ANALYSIS (LRFD)
APPLICATION OF PLASTIC THEORY: YIELD MOMENT & PLASTIC MOMENT
PLASTIC THEORY: YIELD MOMENT & PLASTIC MOMENT
COLLAPSE MECHANISM OF A CONTINUOUS BEAM
COLLAPSE MECHANISM OF A SINGLE SPAN BEAM WITH TWO CONCENTRATED LOADS
COLLAPSE MECHANISM OF A PROPPED BEAM WITH A UNIFORMLY DISTRIBUTED LOAD
COLLAPSE MECHANISM OF A RESTRAINED BEAM WITH A UNIFORMLY DISTRIBUTED LOAD
COLLAPSE MECHANISM OF A SIMPLY SUPPORTED BEAM WITH A UNIFORMLY DISTRIBUTED LOAD
COLLAPSE MECHANISM OF A SIMPLY SUPPORTED BEAM WITH A SINGLE CONCENTRATED LOAD
COLLAPSE MECHANISM OF A PROPPED BEAM WITH A SINGLE CONCENTRATED LOAD
COLLAPSE MECHANISM OF A RESTRAINED BEAM WITH A SINGLE CONCENTRATED LOAD