-6.62 -4.29- -5.02- -5.37 4 KN 5 KN 3.73 3.24 1.04 6.2 KN B 1.96 0.43 4 KN 2.4 KN -2.59- 5.77- 5.09 4.69- 3.14 Specify the member forces of BC, FC, BF.

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Q: 00 KN B 60 KN 75 KN 6 at 4 m = 24 m 75 KN 75 KN Determine the member force on member IJ.

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Q: Find the end for ces of member CD usng the stiffness matrix methoda 390 KN.m

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Q: span of 17 m is resting ag dder if it is about to slip.

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Q: A vertical semi circle gate with perimeter 20 m is submerged 2 m from water surface with its…

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Q: 4.0 3.0 12 kPa Sand: m=16 kN/m³ Ø'=32* YSAT 18.81 kN/m3 GWT

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Q: A 450 mm concrete pipe under 5 m of clay in trench conditions. The side fill is 0.35 m wide on each…

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Q: pearing of S 36° 42' 58", determine the ar

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Q: Figure No. 6 Given load q = 185 N/m L1 = 1.5, and L2 = 1.5 %3D -L2-

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Q: 2KH Goo Support reaction at point B=.

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Q: 50 KN 75 KN 25 KN 3.00 m 3.00 m 3.00 m 40 KN 2.00 m H 2.00 m 15 KN 2.00 m Туре of Force MBRS…

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Q: 7. Calculate the factored shear at F. 243.7 kN a. b. с. 211.9 kN 227.4 kN d. 197.8 kN 8. Determine…

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Q: SITUATION 1 Building Data: #suspended floors 5 Floor Level 5 4 3 2 Height Dead Load (kN) (m) 3.1…

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Q: Determine support reaction |6.0 kN 2.0 kN/m C B 0.5 m +1.0 m-1.0 m - 2.0 m - 4.0 m -

A: Apply equilibrium condition : ∑MB=0RAY×4-6×3-2×1.5×1.52=0RAY=5.0625 KN

Q: member AB in kN? 100 KN 9 m 60 KN B, Ax- 4.5 A 7.5 m 4.5 m. 7.5

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Q: 1. A wooden scow 8m wide, 16m long, and 3m high is transporting in sea water (SG-1.05) carrying a…

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Q: 50 KN 75 KN 25 KN 3.00 m 3.00 m 3.00 m 40 KN 2.00 m 2.00 m 60° 2.00 m 120KN MBRS Magnitude, KN Type…

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Q: Q2: Determine the reactions and check stability of Frame structure. 120 KN 10K Nim 1.75 120 KN Nue…

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Q: PROBLEM C: The 3.0 meters high by 4.0 meters wide billboard is receiving a wind pressure of 1.60…

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Q: In each case, draw the shear and moment diagrams for the beam.

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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.