A steel beam of rectangular section has a span of 8m and is simply supported at its ends. It is required to carry a total of 60kN uniformly distributed over the whole span. Find the minimum values of breadth and depth if the maximum bending stress is not exceed 50MPa and the maximum deflection is limited to 10 mm. Take E=210 GPa

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The simply supported beam consists of a W24 × 94 structural steel wide-flange shape [E = 29,000 ksi; I = 2,700 in.4]. For the loading shown, determine the beam deflection at point C.Assume P = 39 kips, w = 2.7 kips/ft, LAB = 13 ft, LBC = LCD = 7 ft.

The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Assume w = 45 kN/m, L1 = 2.6 m, and L2 = 2.6 m. For the loading shown, determine:(a) the beam deflection at point B.(b) the beam deflection at point D. Part 6 Determine the component of the beam deflection at point D produced by the component of the rotation angle of the beam at point C due to only the portion of the uniformly distributed load w between the supports at point A and point C.Answer: vD1 =          mm. Part 7 Determine the component of the beam rotation angle at point C due to the moment produced at point C by the portion of the uniformly distributed load w between point C and point D.Answer: θC2=          rad.   Part 8 Determine the component of the beam deflection at point D due to the moment produced at point C by the portion of the uniformly distributed load w between point C and point D.Answer: vD2 =…