Draw the shear and moment diagram for the uniformly loaded beam. Sketch the deflected shape and...

   

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Draw the shear and moment diagram for the uniformly loaded beam. Sketch the deflected shape and find the inflection point. Consider C is pin and B is a roller support. A w = 6 kips/ft A A + y Problem 2 Draw the shear and oment diagram for the uniformly loaded beam. Sketch the deflected shape and find the inflection point. Assume that C is roller. 54 kips 27 kips 10 kips B 0 RB hinge 18' L 3' w = 9 kips/ft Problem 3 For the cantilever beam, establish the equations for slope and deflection by the double integration method. Determine the slope B and deflection AB at the tip of the cantilever. Assume El is constant. L-x +dx 2' C P Rc B -X Problem 4 Compute the horizontal displacement dx of joint B of the truss. Given: E = 30,000 kips/in², area of bars AD and BC = 5 in² and all other bars = 4 in². A 60 kips +80 -100 20' P= 24 kips. B d B -60 120 kips ↓ B' +100 -80 20'- 18' C Problem 5 Considering the strain energy associated with both axial load and moment, compute the horizontal deflection of joint C of the frame. Members are of constant cross section with I 600 in4, A = 13 in², and E = 29000 kips/in². 15' P = 60 kips Draw the shear and moment diagram for the uniformly loaded beam. Sketch the deflected shape and find the inflection point. Consider C is pin and B is a roller support. A w = 6 kips/ft A A + y Problem 2 Draw the shear and oment diagram for the uniformly loaded beam. Sketch the deflected shape and find the inflection point. Assume that C is roller. 54 kips 27 kips 10 kips B 0 RB hinge 18' L 3' w = 9 kips/ft Problem 3 For the cantilever beam, establish the equations for slope and deflection by the double integration method. Determine the slope B and deflection AB at the tip of the cantilever. Assume El is constant. L-x +dx 2' C P Rc B -X Problem 4 Compute the horizontal displacement dx of joint B of the truss. Given: E = 30,000 kips/in², area of bars AD and BC = 5 in² and all other bars = 4 in². A 60 kips +80 -100 20' P= 24 kips. B d B -60 120 kips ↓ B' +100 -80 20'- 18' C Problem 5 Considering the strain energy associated with both axial load and moment, compute the horizontal deflection of joint C of the frame. Members are of constant cross section with I 600 in4, A = 13 in², and E = 29000 kips/in². 15' P = 60 kips

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Here are the stepbystep solutions Problem 1 Shear and moment diagram for uniformly loaded beam Given w 6 kipsft Span A to B 6ft B to C 18ft Support at B is roller C is pin 1 Draw the FBD of each segme... View the full answer