Using Moment Area Method, determine the following: (a)deflection at the point of application of the couple. (b)tangential deviation of point C with respect to point A (c)the slope at the left support (d)deflection at the point of application of the concentrated load Using Moment Area Method, determine the deflection at the point of application of the couple. 1200 N M=800 N.m B to -2m- -2m- 1m

A two-span, continuous wood girder (E = 2,000 ksi) supports a roof patio structure (part (a) of the figure). A uniform load of intensity q acts on the girder, and each span is of length 8 ft. The girder is made up using two 2 x 8 wood members (part (b) of the figure). a q= 17.0 lb/ft -8 ft (a) B 8 ft 41 8 in. 2 in. 2 in. Section a-a (b) 000 8 in. Ignore the weight of the beam. Use the nominal dimensions of the beam in your calculations. (Solve by the method of superposition. The beam has constant flexural rigidity EI, unless otherwise stated.) (a) Find the reactions at A, B, and C. (Enter your answers in lb. Round your answer for Rg to at least one decimal place. Use the statics sign convention.) lb RA RB = lb RC lb

Situation #1 3 m El is Constant (Assume El = 1 kN-m²) Y KN 7 10 + A X KN 4 m B Y= 32 X= 868 A= 5 10. Determine the maximum deflection 11. Determine the angle in radians between the tangents at A and tangent at B 12. Determine the angle in radians between the tangents at A and tangent under the load Y 13. Determine the angle in radians between the tangents at A and tangent under the load X All units must be in kN or m in the summary. Be consistent with your units. ARCOUTE