Question

In: Civil Engineering

What is the formula for maximum deflection and maximum bending moment of a simply support and...

What is the formula for maximum deflection and maximum bending moment of a simply support and cantilever beam that carry a uniformly varying load?

Solutions

Expert Solution

9

Ally Wells answered 8 months ago
Next > < Previous

Related Solutions

Compare the bending moment diagrams of the indeterminate and simply supported beams. What are the advantages...
Compare the bending moment diagrams of the indeterminate and simply supported beams. What are the advantages of using indeterminate beams? Why are thereactions different from those of the simply suppored beam with similar loading
Determine the reactions at the support of the beam. Shear force and bending moment for the...
Determine the reactions at the support of the beam. Shear force and bending moment for the beam are described by V(x)= c0 + c1x + c2x2 and M(x)= k0 + k1x + k2x2 + k3x3, respectively. Calculate the coefficients for the shear force and bending moment equations. Use L = 5.8 m, q = 2.7 N/m, and w = 8.6 N/m for your calculation. Also, determine Vertical reaction force at A in N (upwards force is positive, round your result...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span 5 m when subjected to a uniformly distributed load of magnitude ‘w’ kN/m over the entire span. It was noted that maximum bending moment is equal to 37.5 kNm. Suggest a value for ‘w’ based on the requirements. How it will change the reactions at the supports? What happens to the shear force and bending moment values at the supports and at the center?...
Q2: For analyzing a structure, shear force and bending moment diagrams were plotted for a simply...
Q2: For analyzing a structure, shear force and bending moment diagrams were plotted for a simply supported beam of span 8 m when subjected to a uniformly distributed load of ‘w’ kN/m over a length of 4 m from the left end support, a point load ‘2.4 w’ kN at a distance 6 m from the left end support and another uniformly distributed ‘0.6 w’ kN/m at a distance 2 m from the right end support. It was noted that...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span...
For analyzing a bridge, bending moment diagrams were plotted for a simply supported beam of span 5 m when subjected to a uniformly distributed load of magnitude ‘w’ kN/m over the entire span. It was noted that maximum bending moment is equal to 37.5 kNm. Suggest a value for ‘w’ based on the requirements. How it will change the reactions at the supports? What happens to the shear force and bending moment values at the supports and at the center?...
Should I use the maximum value for the bending moment in the negative area for compression...
Should I use the maximum value for the bending moment in the negative area for compression stress and maximum bending moment in the positive are for tension stress?
What is the load capacity of a beam in bending and define the internal bending moment...
What is the load capacity of a beam in bending and define the internal bending moment from which this capacity depends. (draw e sketch to illustrate this relationship)
Describe the procedure of obtaining Shear force diagram and Bending Moment diagram of simply supported beam....
Describe the procedure of obtaining Shear force diagram and Bending Moment diagram of simply supported beam. Take an example of beam with load of your choice. Also illustrate the significance of these diagrams for design of a beam in practical life.
Fixed load bending moment MD = 130 kN·m, live load bending moment ML = 140 kNNm...
Fixed load bending moment MD = 130 kN·m, live load bending moment ML = 140 kNNm Rectangular short beams with width b = 400 mm and depth h = 600 mm are designed as follows: Determine design suitability. Assume the coating thickness is 40 mm.(f ck = 27 MPa, f y = 300 MPa , tensile reinforcement 6-D22, shear reinforcement D10)
Fixed load bending moment MD = 130 kN·m, live load bending moment ML = 140 kNNm...
Fixed load bending moment MD = 130 kN·m, live load bending moment ML = 140 kNNm Rectangular short beams with width b = 400 mm and depth h = 600 mm are designed as follows: Determine design suitability. Assume the coating thickness is 40 mm.(f ck = 27 MPa, f y = 300 MPa , tensile reinforcement 6-D22, shear reinforcement D10)
ADVERTISEMENT
Subjects
ADVERTISEMENT
Latest Questions
ADVERTISEMENT