Strength of Materials |
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Page 75
... circles . As we shall see in the next article , this situation occurs in eccentrically loaded riveted connections . PROBLEMS 319. A flanged bolt coupling consists of eight -in . - diameter bolts spaced evenly around a bolt circle 10 in ...
... circles . As we shall see in the next article , this situation occurs in eccentrically loaded riveted connections . PROBLEMS 319. A flanged bolt coupling consists of eight -in . - diameter bolts spaced evenly around a bolt circle 10 in ...
Page 300
... circle provides a simple method of showing the various combina- tions of normal and shearing stresses to which an element at a given point in a stressed body is subjected as the element is rotated about an axis per- pendicular to the ...
... circle provides a simple method of showing the various combina- tions of normal and shearing stresses to which an element at a given point in a stressed body is subjected as the element is rotated about an axis per- pendicular to the ...
Page 442
... circle . 3. The radius of the circle drawn through any point on the circumference represents the axis of inertia corresponding to the I coordinate of this point . 4. The coordinates of any point on the circumference represent the values ...
... circle . 3. The radius of the circle drawn through any point on the circumference represents the axis of inertia corresponding to the I coordinate of this point . 4. The coordinates of any point on the circumference represent the values ...
Contents
RIVETED AND WELDED JOINTS | 39 |
TORSION | 65 |
SHEAR AND MOMENT IN BEAMS | 91 |
Copyright | |
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acting actual allowable angle applied assumed axes axial axis beam bending carries caused centroidal circle column compressive compressive stress compute concrete consider constant cross-section deflection deformation Determine developed diagram diameter direction distance distributed effect elastic curve element equal equation equivalent expressed flange forces formula ft-lb given gives Hence horizontal ILLUSTRATIVE indicates inertia joint lb/ft length limit load material maximum method moments neutral axis normal obtain occurs plane plate position principal PROB PROBLEMS produced R₁ radius reaction reduces reference reinforced relation represents resisting respect resultant rivet shaft shearing stress shown in Fig shows simple slope Solution span spring steel strain strength Substituting supported Table tangent tensile thickness unit varies vertical wall weight whence zero