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Matrix Analysis of Structures
Stresses in Structural Members
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applied loads assumed axes axial force axial thrust beam column beam shown beam subjected behavior bending moments boundary conditions buckling load centroid chap components compression computed considered constant cross section cross-sectional area defined deflection deformations determined diagram differential equation direction displacement elastic curve element equal example external Figure flange free body free body diagram function given horizontal inelastic influence line kips lateral load lb/ft length linear load factor load Q longitudinal material method midspan modulus of elasticity neutral axis normal stress obtained occurs plane presumed problem ratio reaction rectangular reinforced concrete relationship shape shear center shearing force shearing stress shown in fig slope solution static statically determinate steel strain energy stress distribution stress resultants stress-strain stress-strain curve structural members tensile tension tion torsional truss uniformly distributed unit load vertical virtual displacements warping wide-flange yields zero