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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
question a uniformly distributed load on beam abc in figure p69 causes it to sag to counteract this sag a cable and
question 1 compute the support reactions and the maximum value of w if the allowable tension force in the cable in
question the cable-supported roof for a summer theater shown in figure is composed of 24 equally spaced cables that
question computer study of a cable-stayed bridge the deck and tower making up the two-span cable-stayed bridge in
question 1 for the parabolic arch in figure p617 plot the variation of the thrust t at support a for values of h 12 24
question 1 determine the reactions at supports a and c of the three-hinged circular arch2 for the arch shown in figure
question 1 the arch shown in figure p621 has a pin support at a and a roller at c a tension rod connects a and c
question 1 compute the reactions at supports a and e of the three-hinged parabolic arch in figure p623 next compute the
question 1 compute the support reactions for the arch in figure p625 you will need two moment equations consider the
question 1 a determine the reactions and all bar forces of the three-hinged trussed arch in figure p627 for the
question 1 determine the load p such that all the members in the three-hinged arch in figure p629 are in pure
question for the arch rib to be funicular for the dead loads shown establish the elevation of the lower chord joints b
question 1 draw the shear and moment curves for each member of the rigid frame in figure p541 sketch the deflected