5' 200th's #H 12' boolbs 6² с 4001 C A 10º 300165 ✓ I F D 8' B 66°C to 1000 155 G CALCULATE FORCES CD, HI, EI, IF, CF, CB AC, BD, AB

Q: Determine velocity and the residual pressure at the demand center. Assume f-0.029. DQ-0.75 m/min El.…

A: Given diagram: Friction factor (f) = 0.029

Q: For the beam shown below, where: L₁=6 m L2=2 m q=19 KN M=18 KN.m Compute the rotation at A in…

A: The given beam is statically determinate beam and can be analyzed using the equations of…

Q: Situation 6. For the barge shown at Figure A-1, Calculate the following: 16. a. 2729 b. 12245 17. a.…

A: Given:Required:Moment of inertia about centroidal x axisMoment of inertia about B-B axisMoment of…

Q: solve for number 1 please, i need it. 3 moment equation

A: Step 1:Analyse the given data. Step 2: Proceed step by step. Step 3: Use standard formulas wherever…

Q: Determine the Horizontal Deflection at D. Indicate the negative sign if the answer is to the left •…

A:

Q: Problem 10.3 - Determine the moment of inertia of the crosshatched trapezoidal area about the x- and…

A:

Q: solve for number 2 please, 3 moment equation thank you i need it

A: Step 1: Analyse given beam. Step 2: Apply 3 moment theorem equation. Step 3: Use standard formulas…

Q: 70 kips/ft 350kips-ft OB C A 3' 6' 3' 3'

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.