Obtain all reactions (internal and external), member end-forces and member end-moments, and draw the shear, bending, and thrust diagrams for the following problems. Plot the results for shear and moment on the compression side (if there are both positive and negative values, use the side with the max value, i.e., if the max moment is positive, consider that it is bending concave up). To get full credit for the diagrams: Indicate values (at supports, kinks, jumps etc.) Points of zero shear The value and location of any local maximums and minimums for shear and moment Slopes (atear supports, kinks, jumps etc. and for straight lines) Draw the correct shapes (e.g. flat slope, constant, curved slope concave up/down). Plot your results on the structure, and indicate what the local max/mins values, are and end-values . . 2. 48K/ft B 10 A D 7' 71 to * 7