a) discuss the analysis of thin plate b) i) Check for the admissibility of the assumed deflection function. ii) derive an expression for the maximum deflection and maximum moments using Navier Method
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The member is made of A992 steel and has a diameter of 2 in. Take F.S. = 2.5 against buckling. Determine the maximum force P that can be supported by the assembly without risk of causing member AC to buckle.
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A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars and at the top with 2-16-mm bars. Concrete cover to bar centroid at the top is 80 mm and at the bottom is 70 mm. Use concrete strength f’c = 21 MPa and steel yield strength fy = 420 MPa for 20-mm bars and fy = 275 MPa for 16-mm bars. Determine the design moment capacity in kN∙m of the beam in negative bending. Write the answer in 2 decimal places only..
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Two plates are connected by bolts as shown in the figure. Compute the bearing stress of each bolt with the plate. Force "F" is equal to 100 KN. The diameter of each bolt is 20 mm.
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1. A point touches all the three principal planes of projections. Draw its projections 2. Draw the projections of a point lying 20 mm above HP and is in the first quadrant when it shortest distance from the line of intersection of HP and VP is 40 mm. Also find the distance of the point from VP
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