Determine the internal resisting forces and moment trans- mitted by section aa in Cable 500 mm a- 250 mm 2 kN B 500 mm
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- Determine the nominal resisting moment capacity (Mn)for a W 27 × 94 for the following unbraced lengths: (1) 5 ft, (2) 15 ft, and(3) 30 ft.The horizontal beam is assumed to be rigid while supporting the distributed load. Determine the angle of inclination of the beam after the load is applied. Each support consists of a wooden post with a diameter of 120 mm and an original length (unloaded) of 1.40 m- Consider E = 12 GPaThe piston of an automobile engine is held to the connecting rod by a wrist pin having an external diameter of 20 mm and internal diameter of 11 mm. The length of the bearing in the rod end is 25 mm and the bearing in each boss of the piston is 15 mm. The maximum load transmitted is 14.50 kN. (a) Determine the bearing pressure between the rod end and the wrist pin. (b) Compare the maximum bending stress in the pin, assuming that it is a simple beam with a uniform load. Please solve completely ?
- A simply supported beam of span 3.0 m has a cross-section 120 mm × 180 mm. If the permissible stress in the material of the beam is 10N/mm2,determine(i)maximum udl it can carry (ii) maximum concentrated load at a point 1 m from support it cancarry. Neglect moment due to self weight.The curved member is subjected to the moment of M = 50 kN # m. Determine the percentage error introduced in the calculation of maximum bending stress using the flexure formula for straight members.The bar is subjected to a moment of M = 100 N # m. Determine the maximum bending stress in the bar and sketch, approximately, how the stress varies over the critical section.
- The three-bar truss in Fig. a is subjected to a horizontal force of 5 kip. If the cross-sectional area of each member is 0.20 in2, determine the horizontal displacement at point B. E = 29(103) ksi.I need help on solving this: a) The second moment of area for the hollow cirle section can be calculated as _______ mm^4 b) Find out which of these two column types produces a better buckling performance: (i) Hollow Square Section or (ii) Hollow Circular Section.The bar supported by a pin at B and a cable at A carries a load of 260 N at C. Neglecting the weight of the bar,a.) Determine the normal force 7 m from A.b.) Determine the shear force 7 m from A.c.) Determine the bending moment 7 m from Ad.) Determine the torsion 7 m from A SHOW COMPLETE SOLUTIONS DRAW FBD
- Please help :( given: T(sub B) = 80.11, T = 5.67 kN-mBar ABC has a rectangular cross section of 300 mm by 100 mm. The attached rod DB has a diameter of 20 mm. If both members are made of A-36 steel, determine the slope at A due to the loading. Consider only the effect of bending in ABC and axial force in DB.determine the maximum bending stress at the section aa of the cable cutter handle applies 225 N force to the handles cross sectional area shown in the figure