6-33 A beam is loaded and supported as shown in Fig. The beam has a uniform cross section and weighs 250 Ib. Determine the reactions at supports A and B. 2500 Ib 6 ft -6 ft- B 45°
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- Beams ABC and CD are supported at A,C, and D and are joined by a hinge (or moment release) just to the left of C. The support at A is a sliding support (hence reaction A = 0 for the loading shown below). Find all support reactions; then plot shear (F) and moment (M) diagrams. Label all critical Fand M values and also the distance to points where either F and/or M are zero.A rectangular column with cross-sectional dimensions b and h is pin-supported at ends A and C (see figure). At mid-height, the column is restrained in the plane of the figure but is free to deflect perpendicularly to the plane of the figure. Determine the ratio h/b such that the critical load is the same for buckling in the two principal planes of the column.Beam ABC is supported by a tie rod CD as shown. Two configurations are possible: pin support at A and downward triangular load on AB or pin at B and upward load on AB. Which has the larger maximum moment? First, find all support reactions; then plot axial force (N), shear (V), and moment (M) diagrams for ABC only and label all critical N, V, and M values. Label the distance to points where any critical ordinates are zero.
- -7 Repeat Problem 2.3-5, but n include the weight of the bar. See Table I-I in Appendix I for the weight density of steel.The inclined beam represents a ladder with the Following applied loads: the weight (W) of the house painter and the distributed weight (u) of the ladder itself. Find support reactions at A and B: then plot axial force (N), shear (V), and moment (M) diagrams. Label all critical N, V, and M values and also the distance to points where any critical ordmates are zero. Plot N, V, and M diagrams normal to the inclined ladder. Repeat part (a) for the case of the ladder suspended from a pin at B and traveling on a roller support perpendicular to the floor at A.A temporary wood flume serving as a channel for irrigation water is shown in the figure. The vertical boards forming the sides of the flume are sunk in the ground, which provides a fixed support. The top of the flume is held by tic rods that are tightened so that there is no deflection of the boards at that point. Thus, the vertical boards may be modeled as a beam AB, supported and loaded as shown in the last part of the figure. Assuming that the thickness t of the boards is 1,5 in., the depth d of the water is 40 in., and the height h to the tie rods is 50 in., what is the maximum bending stress in the boards? Hint: The numerically largest bending moment occurs at the fixed support.
- Given are the loadings of the beam in the figure. Assuming all bearings are frictionless. Beam AB is in equilibrium and it weighs 640 kN. a.) What is the weight W in kN? b.) What is the vertical reaction at A in KN?The composite beam shown in the figure is connected by a pin in b.Determine the forces in A, B and C using the equations of equilibrium.Draw the free body diagramFor the beam shown below:Draw the free body diagram showing the reactions for each type of supportsknowing that the support on the left is a roller and on the right is a pin
- The composite beam shown in the figure is connected by a pin.in b.Determine the moments at A, B, and C and their forces using the equations of equilibrium.Draw the free body diagram.The overhang beam below is supported by a pin support at A and a roller at B. The weight of the beam is 600 N/m. Draw the Free Body Diagram for this beam and apply the equilibrium equation to find the value of support reactions.Calculate the support reaction forces at A and B for the beam? and the question stated in the attatched question.