Theory of Structures |
Contents
PRINCIPAL STRESSES | 1 |
THEORY OF SIMPLE BENDING AND MOMENTS OF INERTIA | 19 |
CHAPTER III | 41 |
Copyright | |
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angle bending bending moment C₁ cantilever centre centroid column compressive stress concentrated load constant couple cross-section curve direction distance distributed load elastic ellipse equal equation external fixed flange foot run frame girder hinged horizontal Illustrative Problem Imax inertia influence diagram influence line joint k₁ length load acting maximum negative maximum shear method modulus moment of inertia moments neutral axis normal P₁ plane positive principal stresses R₁ radians reactions redundant reinforced concrete resultant rotation shear diagram shear stress simple beam slope span square inch statically indeterminate Strength of Materials stress diagram Structures strut T₁ tangent tensile stress tension thrust tons per foot tons per square tons-ft tons/sq uniformly-distributed load unit influence unit load vertical W₁ wall X₁ zero ΕΙ