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question 1 a draw the influence lines for reactions rb rd and rf of the beam in figure p125 and the shear and moment at
question 1 load moves along girder bcde draw the influence lines for the reactions at supports a and d the shear and
question 1 beam ad is connected to a cable at c draw the influence lines for the force in cable ce the vertical
question 1 determine the reactions and all bar forces for the truss in figure e 29000 ksi and members ab bc ad and dc
question 1 determine all bar forces and reactions for the truss in figure p938 given area of bar bd 4 in2 all other
question 1 determine the reactions and all bar forces for the truss in figure given e 200 gpa and a 1000 mm2 for all
question 1 determine all reactions for the frame in figure given iab 600 in4 ibc 900 in4 and e 29000 kipsin2 neglect
question 1 a compute the reactions in figure p942 for all members e 4000 ksi and i 1000 in4 spring cd has a stiffness
question recompute the reactions for the frame in figure if support c settles 036 in when the load acts and support a
question 1 a determine the reactions and draw the shear and moment curves for all members of the frame in figure p945
question 1 determine the reactions in the rigid frame in figure p947 in addition to the applied load the temperature of
question the tall building in figure is constructed of structural steel the exterior columns which are uninsulated are
question 1 for the steel rigid frame in figure p831 compute the rotation of joint b and the horizontal displacement of
question 1 for the frame in figure p833 compute the horizontal and vertical displacements at joint b given i 150 in4 e
question 1 compute the vertical displacement of point c for the beam in figure p835 for the beam a 5000 mm2 i 360
question 1 compute the vertical deflection at b and the horizontal deflection at c in figure p837 given acd 3 in2 iac
question 1 if the horizontal displacement of joint b of the frame in figure p840 is not to exceed 036 in what is the
question 1 using a finite summation compute the initial deflection at midspan for the beam in figure p842 given e 3000
question computer study-influence of supports on frame behaviora using the risa-2d computer program compute the initial
question computer study-truss stiffening strategy for the truss in example use the risa-2d computer program toa
question 1 compute the reactions draw the shear and moment curves and locate the point of maximum deflection for the
question 1 compute the reactions and draw the shear and moment curves for the beam in figure p93 ei is constant2
question recompute the reactions draw the shear and moment curves for the beam in figure p96 if support b settles by 15
question 1 determine the reactions for the beam in figure when the uniform load is applied the fixed support rotates