ng method of scction. "[HJ"kN "[H]"kN "[H]"kN "[EJ"kN "[G]"m te: E=22, H=12 225m 4.0m 4.0m 4.0 m

Q: M, = 150 N. m 2 m 1 m 2.5 m 2 m M2 = 200 N. m

A: This is the space structure and for solving this free body diagram is simplest method to resolve the…

Q: 5. Determine whether the slabs shown is a two-way or one-way and also 3m S-1 approximately find the…

A:

Q: 4. Determine the deviation under the load X with respect to the tangent at A 5. Determine the…

A: Given: Required: deviation under the load X with respect to the tangent at A deviation under the…

Q: Det: O for which motion of B impedes

A: ###Calculation of angle thetaa for motion of block B about to start ###

Q: 1. Determine the displacements at Point A. M y H H A L 4/2 ܠܛ X

A:

Q: solve by ues method of joint

A: ##Calculation of member forces  of truss using Method of joints###

Q: 1. xsin L dy = y sin ²+ x. x dx 2. xy' =y+2xey/x, 3. (x2 - 3y? ).dx + 2xydy = 0 untuk.x = 2, y = 1

A: Given:-

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.