Structures Assignment 2 - Flexural (Bending) MembersPHYS-2200: Structures, Assignment 001Steel Flexural Members & Shear and Bending DiagramsName:________________________________ Date Due: ...

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Structures Assignment 2 - Flexural (Bending) Members PHYS-2200: Structures, Assignment 001 Steel Flexural Members & Shear and Bending Diagrams Name:________________________________ Date Due: __________ Please provide answers to the following questions on a separate sheet of paper and use this assignment sheet as a cover. Please show all work for each question. 1.Sketch the shear and bending moment diagrams for the beam given the loading conditions below: 85 kN 85 kN A B 2.500 m 3.000 m 2.500 m 2.Sketch the shear and bending moment diagrams for the beam given the loading conditions below: w = 35 kN/m 90 kN A B 4.500 m 2.000 m 2.500 m 3.Calculate the values of and sketch the shear and bending moment diagrams for the beam given the loading conditions below: w = 29 kN/m A B 5.200 m 4.Determine the most economical size (based on total kg/m of beam) of a W shape beam that would satisfy the load condition as shown below. Given: ΔALLOW= L/240 and the compression flange is not braced laterally. Ensure to draw a free body diagram and indicate the end reactions. Also calculate the maximum shear, moment and deflection based on the loading. Justify your beam selection by calculating the actual deflection based on the moment of inertia of the beam selected and indicate the Vr, M’r and the Ix of the beam selected. Indicate the edition used! w = 65 kN/m A B 6.500 m 5.Determine the most economical size (based on total kg/m of beam) of a W shape beam that would satisfy the load condition as shown below. Given: ΔALLOW= L/240 and the compression flange is not braced laterally. Ensure to draw a free body diagram and indicate the end reactions. Also calculate the maximum shear, moment and deflection based on the loading. Justify your beam selection by calculating the actual deflection based on the moment of inertia of the beam selected and indicate the Vr, M’r and the Ix of the beam selected. Indicate the edition used! 175 kN 175 kN A B 2.500 m 2.500 m 2.500 m 6.Determine the most economical size (based on total kg/m of beam) of a W shape beam that would satisfy the load condition as shown below. Given: ΔALLOW= L/180 and the beam is laterally braced along the compression flange at the centre of the beam. Ensure to draw a free body diagram and indicate the end reactions. Also calculate the maximum shear, moment and deflection based on the loading. Justify your beam selection by calculating the actual deflection based on the moment of inertia of the beam selected and indicate the Vr, M’r and the Ix of the beam selected. Indicate the edition used! Hint: This is a load case #1 and a load case #9 150 kN 150 kN w = 35 kN/m A B 2.500 m 2.000 m 2.500 m 7.Given a factored total floor load of 4.8 Kpa select the lightest open web steel joist (OWSJ) that would be capable of supporting this load provided that the joist spacing is 1400 mm o/c and the span of the joists are