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PHYSICAL PROPERTIES OF METALS
LIMIT DESIGN OF SIMPLE STRUCTURES
Chapters LIMIT DESIGN OF REDUNDANT BEAMS
9 other sections not shown
applied assumed assumption behavior bending moments buckling built-in beam cold-worked column formula compression diagonal compression members constant continuous beam criterion of strength cross bracing cross section curvature curve for l/i decreases deflection deformation ductile equilibrium ductile yielding 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 graph for formula Ib per ft increases li/i librium light metals limit design load-carrying capacity long-column range magnesium manner of Fig mild steel modulus obtain pin-ended column principle of superposition reached reference repre represented by Fig residual stresses sense of value short-column range shown in Fig simple beam sine curve strain stress distribution stress pattern stress-strain curve structural theory of elasticity theory of limit tion transmission towers truss uniformly distributed load values of l/i yield stress zero