LINE, ****** LAT ****** DEP AB ****** 19.77 ****** 11.88 BC ****** 17.33 ****** -16.6 CD ****** -45.02 ****** "a" DE ****** -12.54 ****** 29.55 FA ****** "b" ****** 5.10

Q: For the same two-span continuous beam in Problem 1, determine the moment at C if point C settles 1.5…

A: Given that :-The two-span continuous beam has following specifications :I = 300 E = 29000…

Q: (b) The data from a levelling survey are shown in Table Q2. Using the rise and fall method,…

A: reduced level - Height of point from means sea level is called R.L. Benchmark - its is the fixed…

Q: Yuemo Point B-S 5-S1 [S 1.165 A 13 C D 6 1.598 1.12.5 1250 1.150 097 H-I/Ele 150m

A:

Q: Gven: PROBUEM 2. ド: 500 6: 36ON Find: mc MA MB. MF mo ME F 2m

A:

Q: 5.11 for the element Shown the feger Arome the Shear Stress is (+) clocbuse to a sing MOHRS CIBELE,…

A:

Q: 2.87 m 2.87 m 17.00 kN 17.00, kN 14.00KN/m Toucere to eet I I 4.10 m 4.10 m

A:

Q: Problem 5.3- Locate the centroid of the plan area shown by integration. 0.5 m 0.5 m wanyayang Qu m…

A: Locate the centroid of area by integration.?

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.