102.758 kN Tension 185.540 kN Tension 75. 00 kN Tension 75. 00 kN Compression 243. 375 kN Compression 12. 369 kN Compression 102. 758 kN Compression 12. 369 kN Tension 243. 375 kN Tension 185. 540 kN Compression

Q: 120 KN 120 kN 120 kN 40 N 40 KN 60 KN 60 KN 3m 3m 2 m Determine the member force on member FI.…

A:

Q: Shear force diagram

A: Support reaction : ∑MC=0RAY×10-100-20×5×5+52=0RAY=85 KN∑FY=0RAY+RC-20×5=085+RC-20×5=0RC=15 KN

Q: P5) Find the displacement at node G in the vertical direction. 60 kN 1 m 60 kN , 75 kN 2 m 4 m B D E…

A:

Q: m 135 KN 44 kN/m t 22 kN/m 5m

A: Given Load = 135 kN UDL = 22 KN/m UVL = 44 KN/m

Q: Using MDM, what is the reaction at support A? 4 kN 20 kN 18 kN 4 kN/m B C. 2m 6m 2m 2m 4m 2m Select…

A: Finding out reaction at support A.

Q: 10 kN Calculate Moment abou -0.6 m- -0.6 m- 1. Point A 2. Point B A 227 15 KN 60 0.8 m 60° 0.4 m B

A: To find moment about point A and B

Q: 5 kN 20 kN/m B. -2 11 3m

A:

Q: Determine principal stress

A: Given data : Normal stress along X axis (σX)=-200 psiNormal stress along Y axis (σy)=100 psiShear…

Q: What were fly-ash ESPs?

A: An electrostatic precipitator is defined as a filterless device that excludes fine particles, for…

Q: An open rectangular tank, 10.64 m. high, 7.36 m. long, and 5.73 m. wide, has liquid (SG = 1.91) to a…

A:

Q: 11. A cuboidal tank filled with water. By what proportion would the hydrostatic force decrease on…

A: Hydrostatic force is given by Fh=12γWH2so,Fh∝H2when fullFh1∝H2when 34 fullFh2∝34H2

Q: В 6 m 4 m A E F 4 m 3 m 3 m 300 kN 120 kN

A:

Q: 4:09 PM all E 58 P Flag question Determine the magnitude of the component of force Fac and Fab along…

A: To calculate the values of force components we have to find the angle between force and z-axis.…

Q: Determine the hydrostatic force of kN acting on an isosceles triangular plate of base 5.19m and an…

A: Given: The base of the plate is 5.19 m. The height of the plate is 7.72 m. The specific gravity of…

Q: 20 kN/m 2.5.5 0 A 5m 4m R.

A:

Q: 22. The forces F1 & F2 equal to 490 ton and 100000 N respectively. What is the ratio between the…

A: Forces and length of pipe arrangement is given as shown in figure above and it has been asked in the…

Q: 5.The following force system is. . A. Concurrent coplanar force system 12ON 100N B. Non concurrent…

A: Given data in question  Point loads in vertival direction  Beam member To be discussed  Given system…

Q: 40 kN•m Determine 4 m 20 KN the shear flow at P 5 kN/m 6 m 50 mm 250 mm ■P 300 mm

A:

Q: Wu L1 L2

A: The moment distribution method is a structural analysis method for statically indeterminate beams…

Q: Find roller support reaction

A: Given data : The value of Point load P=18 KN The value of uniformly varying load w=0 to 3 KN/m…

Q: resultant couple moment. 10 kN 4 3. 4 m- 1 m B 1 m 3 45 10 kN

A: Couple moment is the Force multiplied by perpendicular distance between them.

Q: H.W: To measure a base line, a steel tape 30 m long standardized at 15 C under a pull of 10 Kg was…

A:

Q: Derive the internal forces equations ( N, Q & M) at any section ( S) for part a-c and find its…

A: Solution: From the given three hinged arch derive the internal forces

Q: 1-47. Water at A has a temperature of 15°C and flows along the top surface of the plate C. The…

A: Given: uA=10sin2.5πyuB=4×1030.1y-y2b=3 m Consider plate C as point zero.

Q: 6500 N 4.5 m– 4.5 m 1.5 m D 2 m E B Q00

A: It is required to find the force in member AB & AC

Q: Problem 2 (d): An aluminium bar with a cross-sectional area of 850 mm² is loaded as shown. EA = 70x…

A:

Q: nd the horizontal thrust

A: solution of above problem is below:

Q: For the section shown in Fig.1 if the applied moment =200 KN.m, n=12, b =841 mm, d=500 mm, As =1814…

A: Solution:- Moment of compression zone, 0.45×fc×bf-bw×hf×d-hf2 let us assume grade of concrete is M20…

Q: 4m 100 kN/m 2.5 m 91 KN 2.5 m Subject: Civil Engineering / Theory of Structures Question: Compute…

A:

Q: 27 kN A 2m B 30⁰ 22 kN 3m 6. In Figure 2, Which of the following gives the distance of the resultant…

A:

Q: What is the bending stress in the beam 2 meters from point A? b)What is the bending stress 50 mm…

A: To determine the bending and shear stresses at various given locations for the shown beam.   From…

Q: 120 KN 120 KN 120 kN 40 AN 40 kN 60 kN 60 kN 8m Determine the member force on member Fl. 160.997 kN…

A:

Q: Temperature rise of 20°C in members 4,5 and 6 Member 1,2,3 are too short by 3 mm a= 12 X 10-6/ °C A=…

A:

Q: 20 kN 10 kN 4 m 2 m 4 m

A:

Q: Water in a tank is pressurized to 140 cm Hg, as shown in the figure. Determine the hydrostatic force…

A:

Q: Determine roller support reaction

A: Given data : The value of Point load P=5 KN The value of Point load Q=8 KN The value of Point load…

Q: Find roller support reaction

A: Given data : The value of point load P=10 KN The value of Point load Q=40 KN The value of uniformly…

Q: 60 kN 60 kN D. 75 kN 75 kN 75 kN 6 at 4 m 24 m Determine the member force on member JK. 243.375 kN…

A: First we will draw the free body diagram of the given truss. Then based on the condition of…

Q: -2 m 4 kN 4 m C 4 kN 4 m -2 m B

A:

Q: Quickly determine degree of static indeterminacy

A: Given data : Number of member in truss structure m=11 Number of joint in truss structure J=7 Support…

Q: A cube container with a dimension of 3m on each side is 60% full of water (density=1000kg/m³). The…

A: Assuming the empty container to be weightless as no data is 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.