vi)  Using Macauley’s method, determine the deflection of the member at the locations where the 25 kN, 20 kN and 50 kN point loads are applied. Comment on how the maximum deflection of the member could be determined.   Young’s Modulus of elasticity = 205 GN/m2 Poisson’s ratio = 0.31

Q: A steel circular bar (the yield stress oy = 350 MPa) with diameter d = 60mm is acted upon by bined…

A: M= 3.6x10^3 KN-mm or 3.6 KN-m

Q: n 2: If the force Fx = 100 k s of the plate =t 1 in

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Q: 1. Determine the nominal load P that will cause failure of the beam shown below. As part of your…

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Q: Upvote will be given. Please write the solutions legibly. Solve in 2 decimal place 15 KN 20 KN/m 4m…

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Q: What is the value of the shear stress at the neutral axis in a rectangular section of base b, height…

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Q: The beam is supported by two rods AB and CD that have cross- sectional areas of 18 mm² and 7.5 mm²,…

A: Take moment about A∑ MA=06d-FCD3=0FCD=2d∑ Fy=0FAB+FCD=6FAB=6-2d

Q: Design a rectangular beam section for the condition given below. Use f = 28 MPa and fy = 420 MPa,…

A: The compressive strength of the concrete is .The yield strength is .Assume the ratio of .Assume .

Q: ind the maximum flexural stress in the bottom material.

A: GIven Data :-  M = 6.5 kN-m b=175 mm t bottom = 200 mm Flexural stress = M * y / I I = 175 *200 ^3 /…

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.