Strength of Materials |
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Page 120
... maximum , and compute the value of each such maximum moment . The maximum shearing force occurs at , and is equal to , the maximum reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction ...
... maximum , and compute the value of each such maximum moment . The maximum shearing force occurs at , and is equal to , the maximum reaction . The maximum reaction for a group of moving loads on a span occurs either at the left reaction ...
Page 122
... maximum reaction , and consequently the maximum shearing force , is at R2 , since it is nearer the resultant load ... Compute the maximum bending moment and the maximum shearing force . Ans . Max . M = 30.0 ton - ft ; max . V 7.6 tons ...
... maximum reaction , and consequently the maximum shearing force , is at R2 , since it is nearer the resultant load ... Compute the maximum bending moment and the maximum shearing force . Ans . Max . M = 30.0 ton - ft ; max . V 7.6 tons ...
Page 197
... find the maximum Ely . Ans . Ely = - 26,637 lb - ft3 633. Compute the value of Ely at a section 7 ft from the wall of the given beam . 634. Find the maximum value of Ely for the given beam . 635. For the beam shown , determine the value ...
... find the maximum Ely . Ans . Ely = - 26,637 lb - ft3 633. Compute the value of Ely at a section 7 ft from the wall of the given beam . 634. Find the maximum value of Ely for the given beam . 635. For the beam shown , determine the value ...
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