Problem 1-5: Determine the resultant internal loadings acting on the cross section at point B. 60 lb/ft -3 ft "В 12 ft-
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- Specify the location of the single resultant load that can be used to replac A: 400 N/m www....mm 3m -3m- BFor the H – section shown, Find the value of h so that Ix = Iy.A cable with supports at the same elevation has a span of 400 m. The cable supports a uniformly distributed load of 6 kN/m along the horizontal. The maximum ten- sion in the cable is 5000 kN. Determine The angle between the cable and the horizontal at a support.
- Problem 1: The steel pipe has an inner diameter of 2.75 in and an outer diameter of 3 in. The pipe is fixed to the ground at C, and a wrench is attached to the opposite end. The wrench is subjected to a horizontal force of 20 lb that acts in -z direction. Points A and B are located on the surface of the pipe at the same cross section. Note that A lies directly above the -y axis, and B lies directly above the +z axis. 20 lb 10 in. A B X 12 in.. (a) Find the normal and shear stresses at points A and B. (b) Find the principal stresses at points A and B. (c) Show all stresses from parts (a) and (b) on properly oriented elements, relative to the given coordinate system.Determine the resultant internal loadings at cross-sections at points E and F on the assembly.Pr4-30P) Draw shear force and bending moment diagrams of the beam. Hint : Calculate reaction forces. We suggest to use method of area for the diagrams 20 kN 8 KN/m 56 kN.m 2m
- The shaft is supported by a smooth thrust bearing at A and a smooth journal bearing at B. Determine the resultant internal loadings acting on the cross-section at C.Determine the resultant internal loadings acting on the cross section at ‘C’ of the machine shaft shown. The shaft is supported by journal bearings at ‘A’ and ‘B’ which only exert vertical forces on the shaft. Use the right side of point ‘C’ in your solution.Neglect the thickness of the bar. Take ua=ub=u suppose that b= 1 ft
- 1-1 Determine the resultant internal normal force acting on the cross section through point A in each column. In (a), segment BC weighs 180 lb/ft and segment CD weighs 250 lb/ft. In (b), the column has a mass of 200 kg/m. 5 kip |8 kN B 200 mm 200 mm 6 kN| 6 kN 10 ft 8 in. 3 m 8 in. 200 mm 200 mm 3 kip 3 kip 4.5 kN 14.5 kN C 4 ft A A 4 ft I m D (а) (h)The post has a rectangular cross-sectional area. It is fixed-supported at its base and the loadings are applied as shown. The 500N force acts on the centroid of the cross-sectional area, the 400N force acts at the corner and the 300N force acts on the side of the block, along the axis going through the centroid. A and B are in the same cross-section. B marks the corner point, A is located on the edge, a distance of 5 cm from point B. a. Draw a section cut and find the internal loadings at a cross- section containing point A. You MUST use the coordinate directions we used in our class example (x-axis down, y-axis out of page, and z-axis to the left). 300N 30cm 30cm 20cm 80cm 400N 20 cm 20 cm A 500NThe boom DF of the jib crane and the column DE have a uniform weight of 50 lb>ft. If the supported load is 300 lb, determine the resultant internal loadings in the crane on cross-sections at points A, B, and C.