Question Help 5.Determine the forces in all members in the truss below. The diagonal bracing members cannot carry compression forces. The diagonal braces are not joined where they cross. All joints are pin joints.Question Help 6.Analyse the truss shown below. The bracing members are slender and cannot carry compression forces.Question Help 7.The 5 metre cantilever below is a 180PFC20.8kg structural steel section. Take Youngs Modulus (E) for the steel to be 200GPa. Use manufacturers technical data (e.g. Onesteel) to determine the moment of inertia for the beam. Use the Beam Deflections and Slopes table at the back in Hibbeler to calculate the following deflections.(a) Determine the maximum deflection of the cantilever at x=5m.(b) Determine the slope of the cantilever at x=5m.(c) Determine the deflection of the cantilever at x=2.5m.
Question Help 5. Determine the forces in all members in the truss below. The diagonal bracing members cannot carry compression forces. The diagonal braces are not joined where they cross. All joints are pin joints. Question Help 6. Analyse the truss shown below. The bracing members are slender and cannot carry compression forces. Question Help 7. The 5 metre cantilever below is a 180PFC20.8kg structural steel section. Take Youngs Modulus (E) for the steel to be 200GPa. Use manufacturers technical data (e.g. Onesteel) to determine the moment of inertia for the beam. Use the Beam Deflections and Slopes table at the back in Hibbeler to calculate the following deflections. Determine the maximum deflection of the cantilever at x=5m. Determine the slope of the cantilever at x=5m. Determine the deflection of the cantilever at x=2.5m.
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