What people are saying - Write a review
We haven't found any reviews in the usual places.
Shear and Bending Moment
17 other sections not shown
Other editions - View all
angle assumed axial stress axis bending-moment curves bridge cable cantilever Castigliano's second theorem chord column computed condition considered cross section dead load deflection of point diagonals diagram discussed distortion elastic curve end moments equal equations of static Example fiber stresses force polygon forces acting frame funicular polygon girder Hence hinge horizontal component horizontal reactions indeterminate structures influence line kips per sq line of action live load load applied magnitude manner maximum live method of virtual obtained ordinates panel load panel points photoelastic plane point of inflection portion position primary structure Problem procedure Q forces reaction elements redundants resultant rigid rotation shear and bending-moment shown in Fig slope solution span static equilibrium statically determinate stress analysis stress in bar structure of Fig taking moments tension tion truss of Fig unit load unknown bar stresses values vector vertical component vertical deflection vertical reaction zero