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Problem 2. Compute the reactions at each support for the beam shown. The beam weight is 85 lb/ft. A) Draw the free-body diagram (FBD) you used to calculate the reactions B) Write the equilibrium equations based on the FBD 3000 lb 750 lb/ft- 1000 lb/ft
draw the shear and bending moment diagrams also please
For the continuous beam shown, compute the support reactions using the method of consistent deformations by taking the reaction at support B as redundant. Also, draw the shear and bending moment diagrams. The beam is subjected to a 20 kips concentrated load at the middle of the left span plus a 1.5 inch settlement of support B. Use deflection formulas to determine deflections at B. Assume E-29000 ksi and I-750 in...
Problem 1 This L-beam is in Equilibrium. Determine the reactions at the fixed-end support a) FBD b) Solve for the reactions (YOU SHOULD HAVE 3 and only 3!) |2ft ----2ft - 200 lb 160580 300 Sin 30° 2 ft 150 165 150 lb 1 2 ft 300 lb 3097 2 ft 10 50'
Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw Shear Force Diagram (SFD) to the scale. (c) Locate the point where shear force is zero. Do not use properties of similar triangles. (3) (d) Compute bending moment at all important points including point where shear force is zero. (4) (e) Draw Bending Moment Diagram (BMD) to the scale. (4) (1) Show deflected shape of the beam. Indicate which part is sagging and which...
2. Compute the reactions for the beams shown below. 25 kips 4
Using the Force Method, find the support reactions in the beam below. Support at A is a pin and B and C are rollers. EI is constant. a) Draw the free body diagrams of the superposition method b) State the degree of indeterminacy and find a way to convert the structure to a determinate one, draw the FBDs and clearly show the cutting sections and equations of the internal moments c) Find reactions in each support 2.5 N/m 10 m--10m-...
Determine the reactions at the fixed support A and the roller B. EI is constant.
3. FRAME Determine the support reactions at A, B, and C. There is a fixed support at A and a rocker at B. Assume the vertical link at Cacts like a rocker support. 15 kN 30 kNm ALO 6m2 m2 m2 m
The beam has a fixed support at A and is loaded by two forces and a couple. Draw the free-body diagram of the beam and apply equilibrium to determine the reactions at A 4 kN 2 kN 6 kN-m 60° m++-1.5 m 1.5 m
2.- The beam shown in the figure, has a roller support at A, a fixed support at C and an internal hinge at B. The lengths of segments AB and BC are α and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance 2a/3 from the support A. EI is constant. (a) Determine the deflection B at the hinge using superposition. Clearly state the continuity conditions...