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RC ANALYSIS : BEAM
MOMENT-CURVATURE AND SHEAR CAPACITY OF RC SECTIONS
SECTION PROPERTIES
SECTION BASE B (mm)
SECTION HEIGTH H (mm)
COVER r´(mm)
COVER r (mm)
DIAMETER BARS OF TOP STEEL (mm)
# BARS OF TOP STEEL
DIAMETER BARS OF BOTTOM STEEL (mm)
# BARS OF BOTTOM STEEL
DIAMETER BARS OF LATERAL STEEL (mm)
# BARS OF LATERAL STEEL
# OF STIRRUP LEGS RESISTING SHEAR IN X DIRECTION
# OF STIRRUP LEGS RESISTING SHEAR IN Y DIRECTION
DIAMETER OF STIRRUPS (mm)
SPACING OF REINFORCEMENT TO SHEAR (mm)
SHEAR SPAN (mm)
MATERIAL PROPERTIES
UNCONFINED COMPRESION CONCRETE STRENGTH f'c (Mpa)
YIELD STRESS OF LONGITUDINAL REBAR fy (Mpa)
YIELD STRESS OF TRANSVERSE REBAR fyh (Mpa)
STEEL HARDENING RATIO [>1]
MOMENT APLICATION DIRECTION
TOP TENSION
BOTTOM TENSION
SECTION
CONCRETE MODEL
STEEL MODEL
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RESULTS
ANALYSIS
MOMENT-CURVATURE RESPONSE
ANALYSIS INDEXES
LONGITUDINAL STEEL RATIO (1%-4%)
TRANSVERSE STEEL RATIO (0.2%-1%)
AXIAL LOAD RATIO (0-20%)
ANALISIS RESULTS
FIRST YIELD MOMENT
FIRST YIELD CURVATURE
NOMINAL MOMENT
YIELD CURVATURE
CRACKED INERTIA lcr(m^4)
CONCRETE STRAIN AT NOMINAL MOMENT STREGH
ULTIMATE MOMENT (kN.m)
ULTIMATE CURVATURE
POST YIELD STIFFNESS COEFFICIENT
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