ALI TITT 2 kN/m 3 m B 2 m 2 m D

Q: 15 kN/m 5 kN/m 9 m

A: Given data  Simply supported beam  UVL Span length  I will break the given loading into UDL and UVL

Q: Find the magnitude of the internal shear force at point D for the given figure with a distributed…

A: Determine the internal shear force at point D.

Q: Obtain the value of the maximun bendling moment for the given beam. (Ay= 133.75 KN Az=0 B= 206.25 N)…

A: Given a beam with Support reactions:Ay=133.75 kN, Ax=0, By=206.25 kN

Q: B 18 KN HINGE 120m 1.50m 20KN MD EVVV 0.90m/0.90m/ 8.00m 0.50 KN/M 2.40m 12 KN WOLF G 10.6m/0.5m

A:

Q: 8 kN 48 kN/m В A 1 m – -1 m –

A: Calculate the support reactions at A and B:…

Q: Three wheel loads rolls as aunilacrossa 12 spt The loads areA 15 kN; B-25 kN. 2 m to the right of A…

A:

Q: A vertical trapezoidal gate is subjected to water pressure on one side. The upper edge which is 3 m…

A: Given:vertical trapezoidal gateupper edge which is 3 m long is level with the water surfacevertical…

Q: Draw the shear and bending-moment diagrams for the beam and loading shown, and calculate the maximum…

A:

Q: A- Draw shear and bending moment diagrams for the beams shown below: 1- 2- 3 kN/m 2.0 m 8 kN B 1.0 m…

A: #As per guidelines we  have decided to solve One Question at a time due to time taking issue , so…

Q: F7-4. Determine the normal force, shear force, and moment at point C. |12 kN 9 kN/m |C -1.5 m-1.5 m…

A: F7-4. Draw the free-body diagram of the given beam. Write the equilibrium equation for the sum of…

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.