1 m * 1.5 m Air, p 32 kPa Oil, s = 0.80 Water Glycerin, s = 1.26 3 m F cg 60° 2 m 4 m

Q: ✓ = caxi - ayî) (2 + coswt) 1) a) Streamline at (x, y) = 2,2 B) will It change 2) path line over…

A: Stream line: A streamline is a line tangent to the direction of the current velocity (velocity is a…

Q: The 5-kg collar has a velocity of 5 m/s to the right when it is at A (Figure 3). It then travels…

A: Answer We are given  Mass of collar mc = 5 kg Velocity at point A is VA= 5 m/s Unstretched length…

Q: Determine the vertical displacement at B (ABY) by used Castigliano method Dont calculate the EI Ang…

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Q: From the continuous beam show, determine the reaction at B in kN. El is constant. 250 kN 20 kN/m B.…

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Q: 4. The gate shown in the figure is hinged at O. Neglecting the weight of the gate, determine the…

A: To determine the critical height "h" for the system to remain stable, we need to find the condition…

Q: Determine the vertical reaction at A in kN. Write the absolute value. No need to write the unit and…

A:

Q: solve through double integ method

A: EI = constant Determine  a. Slope at A.  b. Slope at C. c. Slope at D.  d. Deflection at C.  e.…

Q: 3. Determine the value of Ely at the end E of the overhanging beam. El is constant. 50 kN 10 kN A D…

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Q: (a) Determine the equation of the elastic curve for the calculate the value of Elv midway between…

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Q: A rectangular tank 6 m. long by 1.8 m. deep is 2.1 m. wide contains 0.90 m. of water. Find the…

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Q: A non-prismatic beam is loaded as shown. The tributary width that was used is 3m. Find all the…

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Q: Using AMM, solve for: Ye (mm) b. OE (rad) а. E 200 GPa, I = 3.125x10° mm*

A:

Q: 10. Calculate the maximum velocity of slider B if the system is released from rest with x=y. Motion…

A:

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.