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question compute the vertical displacement of the hinge at c for the funicular loading shown in figure the funicular
question 1 determine the horizontal and vertical deflection of the hinge at point c of the arch in figure p816 for a
question 1 compute the deflection at midspan and the slope at a in figure p819 ei is constant express the slope in
question 1 derive the equations for slope and deflection for the beam in figure p71 compare the deflection at b with
question 1 derive the equations for slope and deflection for the beam in figure p73 compute the maximum deflection2
question 1 establish the equations for slope and deflection for the beam in figure p75 evaluate the magnitude of the
question 1 compute the slope and deflection at points b and c in figure p772 a compute the slopes at a and c and the
question 1 compute the slopes at a and c and the deflection at b for the beam in figure p792 a compute the slope at a
question 1 a find the slope and deflection at a in figure p711b determine the location and the magnitude of the maximum
question 1 compute the slope at support a and the deflection at point b express the answer in terms of ei2 determine
question 1 determine the slope and deflection of point c in figure p7152 the roof beam of a building is subjected to
question 1 compute the slope and deflection under the 32-kip load at b and d reactions are given i 510 in4 and e
question 1 what value of force p is required at c in figure p719 if the vertical deflection at c is to be zero2 if the
question 1 compute the horizontal deflection at d and vertical deflection at b in figure p721 the elastomeric pad at c
question 1 compute the horizontal and vertical deflections at c of the frame in figure p723 ei is constant2 the moment
question 1 compute the vertical displacement of the hinge at c in figure p725 ei is constant2 the loading acting on a
question 1 compute the slope at a and the horizontal and vertical components of deflection at point d in figure p7272
question 1 compute the rotation at b and the vertical deflection at d given e 200 gpa iac 400 106 mm4 and ibd 800
question 1 compute the slope and deflection at point c and the maximum deflection between a and b for the beam in
question 1 determine the flexural stiffness of the beam in figure p735 see example 716 for criteria for a moment
question compute the maximum deflection in span bc of the beam in figure p737 and the slope on each side of the
question 1 determine the reactions at the supports the magnitude of the cable sag at joints b and e the magnitude of
question 1 the cable in figure p63 supports girder de uniformly loaded with 4 kipsft the supporting hangers are closely
question 1 compute the support reactions and the maximum tension in the main cable in figure p65 the hangers can be
question 1 the cables in figure p67 have been dimensioned so that a 3-kip tension force develops in each vertical