Theory of Limit Design |
Contents
PHYSICAL PROPERTIES OF METALS | 1 |
LIMIT DESIGN OF SIMPLE STRUCTURES | 13 |
LIMIT DESIGN OF REDUNDANT BEAMS | 28 |
Copyright | |
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61 ST aluminum analysis applied assumed assumption behavior bending moment bending moments bending-moment buckling built-in beam cent cold-worked compression diagonal compression members constant continuous beam criterion of strength cross bracing cross section decreases deflection ductile equilibrium ductile yielding eccentricity elastic curve elastic indifferent equilibrium elastic instability elastic limit elastic-limit stress engineering equal equation Euler values Euler's equation Euler's formula experimental values factor of safety Figure force formula IX formula VII increases lb per ft lb/ft librium limit design load-carrying capacity long-column range magnesium mild steel modulus obtain P₁ pin-ended column principle of superposition proportional limit reached redundant reference repre represented by Fig residual stresses s₁ sense of value shear short-column range shown in Fig strain stress 82 stress distribution stress pattern stress-strain curve structural tension theory of elasticity theory of limit tion transmission towers truss uniformly distributed load values of l/i yield stress zero