2- Determine the support reactions and tilt in the beam after loading. Assume the beam is weightless.
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- A beam made of timber is required to span 5m and has dimensions of 75mm x 250mm. If the beam is simply supported and carries a point load of 40KN. Determine the safe allowable stress due to bending. Let: M max= WL/4 Mr= fz Z=bd2/6Given the Statically Determinate Propped Beam as shown below withinternal hinged at Point B. The uniformly varying load is 10 N/m at Point C. Determine the following:a.) The Moment Reaction at Point A.b.) The External Reaction at Point A.c.) The Internal Reaction at Point B.d.) The External Reaction at Point C. NOTE: 3 DECIMAL PLACESSketch the free body diagrams of the beam showing all the loading andexternal reactions.
- Determine the support reactions for the beam on the left if w=250N/m and L=6m don’t short cut steps04 / The 540 - kg uniform I - beam supports the load shown in fig (4). Determine the reactions at the supportsThe wide-flange member is made from an elastic perfectly plastic material. Determine the shape factor for the beam.
- Determine Reaction and Internal Member ForcesA uniform beam that 10-m long is being supported by two men, one man at each end. The weight of the beam. Is 100-N. If the first man supporting at the right side exert twice as much as the second man on the left, where must a 50-N motor be placed (measured from the first man) on top of the beam? Show complete solution.Calculate the support reaction forces at A and B for the beam? and the question stated in the attatched question.
- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.Determine the bending moment M in the pinned-end column with eccentric axial loads shown in the figure. Then plot the bending-moment diagram for an axial load P = 0.3Pcr. Note: Express the moment as a function of the distance x from the end of the column, and plot the diagram in nondimensional form with M/Pe as ordinate and x/L as abscissa.‘11.5-2 A steel bar having a square cross section (50 mm × 50 mm)and length L = 2.0 in is compressed by axial loads that have a resultant P = 60 kN acting at the midpoint of one side of the cross section (sec figure). Assuming that the modulus of elasticity £is equal to 210 GPa and that the ends of the bar are pinned, calculate the maximum deflection S and the maximum bending moment Mmax.