Strength of Materials |
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Page 102
... Beam loaded as shown . 407 . Beam loaded as shown . 200 lb Ans . MBC 200 x - 1000 lb 200 lb / ft A 4 ' B 100 lb / ft 8 ' A 4 ' B 100 lb / ft 8 ' PROB . 407 408. Beam loaded as shown . PROB . 408 . 50 x2 - 800 409 . Beam loaded as shown ...
... Beam loaded as shown . 407 . Beam loaded as shown . 200 lb Ans . MBC 200 x - 1000 lb 200 lb / ft A 4 ' B 100 lb / ft 8 ' A 4 ' B 100 lb / ft 8 ' PROB . 407 408. Beam loaded as shown . PROB . 408 . 50 x2 - 800 409 . Beam loaded as shown ...
Page 188
... Beam loaded as shown . 614 . Beam loaded as shown . A 72 lb / ft 4 ' 30 lb / ft B A B 2 ' 2 ' 4 ' 6 ' R1 R2 R1 R2 PROB . 613 . PROB . 614 . 615. Beam loaded as shown . Hint : Resolve the trapezoidal load into a uni- formly distributed load ...
... Beam loaded as shown . 614 . Beam loaded as shown . A 72 lb / ft 4 ' 30 lb / ft B A B 2 ' 2 ' 4 ' 6 ' R1 R2 R1 R2 PROB . 613 . PROB . 614 . 615. Beam loaded as shown . Hint : Resolve the trapezoidal load into a uni- formly distributed load ...
Page 208
... load diagrams . We need merely assume that a beam is loaded , not with the actual loads , but M M with the diagram corresponding to these loads . Treating this dia- EI ΕΙ gram as a fictitious loading , we compute the shear and moment at ...
... load diagrams . We need merely assume that a beam is loaded , not with the actual loads , but M M with the diagram corresponding to these loads . Treating this dia- EI ΕΙ gram as a fictitious loading , we compute the shear and moment at ...
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