Strength of Materials |
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Page 104
... vertical shear and the bending moment at that section . One application of this concept of vertical shear and bending moment is shown in the cantilever beam in Fig . 4-18 . The length of beam extending P P w lb / ft L w lb / ft L V FIG ...
... vertical shear and the bending moment at that section . One application of this concept of vertical shear and bending moment is shown in the cantilever beam in Fig . 4-18 . The length of beam extending P P w lb / ft L w lb / ft L V FIG ...
Page 153
... vertical shear ; so we obtain for ยา dx c y dA V Ib = IL A'T Sv = V Ib Q ( 5-4 ) y dA , which means the sum of the ... Vertical Shearing Stresses . Most stu- dents are surprised to find the term vertical shear ( V ) appearing in the for ...
... vertical shear ; so we obtain for ยา dx c y dA V Ib = IL A'T Sv = V Ib Q ( 5-4 ) y dA , which means the sum of the ... Vertical Shearing Stresses . Most stu- dents are surprised to find the term vertical shear ( V ) appearing in the for ...
Page 257
... vertical shear in Fig . 8-13a which act to the left of the supports are equal but opposite to the actual vertical shear in the beam . This accounts for the minus values in the shear diagram . If the values of the reaction are desired ...
... vertical shear in Fig . 8-13a which act to the left of the supports are equal but opposite to the actual vertical shear in the beam . This accounts for the minus values in the shear diagram . If the values of the reaction are desired ...
Contents
RIVETED AND WELDED JOINTS | 39 |
TORSION | 65 |
SHEAR AND MOMENT IN BEAMS | 91 |
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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