Strength of Materials |
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Page xviii
... resultant of the applied forces to determine whether or not the body remains at rest . If the resultant is zero , we have static equilibrium - a condition generally prevailing in structures . If the resultant is not zero , we may apply ...
... resultant of the applied forces to determine whether or not the body remains at rest . If the resultant is zero , we have static equilibrium - a condition generally prevailing in structures . If the resultant is not zero , we may apply ...
Page 2
... resultant of the applied forces to determine whether or not the body remains at rest . If the resultant is zero , we have static equilibrium - a condition generally prevailing in structures . If the resultant is not zero , we may apply ...
... resultant of the applied forces to determine whether or not the body remains at rest . If the resultant is zero , we have static equilibrium - a condition generally prevailing in structures . If the resultant is not zero , we may apply ...
Page 285
... resultant stress at A is equal to the superposition of the two separate effects . Thus , the resultant force at A is the vector sum of the collinear forces Sa dA and S , dA . Dividing this by the area dA gives the resultant stress S ...
... resultant stress at A is equal to the superposition of the two separate effects . Thus , the resultant force at A is the vector sum of the collinear forces Sa dA and S , dA . Dividing this by the area dA gives the resultant stress S ...
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