Reqd: Determine Maximum Shearing Stresses for the 3 segments and Oat C (2)Solid 60-mm-diameter G = 28 GPa To 325 mm 400 mn Tc=SN kN-m 325 mm Tg =MN kN-m (1&3) Hollow 60-mm-diameter with t= 75mm G = 45 GPa

Q: Problem 2. Using the provided FBD below, solve for the magnitudes of TA, IB, and Tc required for…

A:

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: -3.6 m- 2.7 m 2400 N D B 2.7 m JT 1.5 m E F – 4.8 m Fig. P6.102

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Q: Show That: G. p.(1-4) I+wG, 1) Pa

A: ρd=Gsρw(1-Av)1+wGs,whereGs=Specfic gravity of soil,ρw=unit weight of waterw=water content of…

Q: Replace the distributed loading by an equivalent resultant force. Suppose that w1 = 3.4 kN/m and w2…

A: Consider the following diagram for converting uniformly distributed load to point load as follows:…

Q: deep upstre ficient of friction between the soil and the is 0.50. y_concrete=23.5 kN/m^3 ow far is…

A: Resisting moment which resist or prevent to loose contact from the surface  Unit weight of water…

Q: At what angle e must the 350-lb force be applied in order that the resultant R of the two forces…

A: Given R=700 lb

Q: Solve the problem. Show your complete solution.

A:

Q: Determine normal stress across plane passing through 50 degree to the plane 100 N/mm2

A: To Find :- Normal stress at a plane passing through 50° with 100 N/mm^2

Q: 1. Solve for general and particular solution using homogeneous. (y? + 7xy + 16x?)dx + x² dy = 0 x =…

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Q: a. Slope A b. Slope a c. Slope Oc d. Deflection Aa e. Maximum deflection El is constant; E = 200GPa…

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Q: a = 5.1 m, b = 19 kN/m, c = 18 kN. %3D %3D b kN/m c kN DO JE BỊ 4 m 3 m 3 m m CI

A: Double integration method is not used to find reactions. It is used to find slope and deflections.

Q: 17- Calculate the value of 810 for the solution of the system given in the figure with the force…

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Q: 11. Given the figure, determine the tension in segment ВС. A h 2m D 8B 2m 3kN 8kN 2m 2m 1.5m

A: Determine tension in segment BC,TBC=?

Q: 60⁰ Find the vertical and horizontal displacement at point C using the CASTIGLIANO THEROEM (de) v =…

A: Given data:

Q: 10 kN/m solve use slope 10 kN/m 8 kN/m A ID deffliction method B o00 4 m 4 m 4 m

A:

Q: find support reactions Lx = 10 m = 10 m Ly L₂ = 10 m P = 10 KN

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Q: Determine the maximum value of P for which equilibrium of the block shown is maintained.

A: x=450 Nθ=28°μs=0.25μk=0.20

Q: Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The…

A: Answer Height of rectangular portion of base on left side is not given hence  considering its height…

Q: In general, Coulomb's theory is considered conservative compared to Rankin's theory because it takes…

A: Q     In general coulomb's theory is considered conservative compared to rankine's theory because it…

Q: 9. Determine the location of the maximum deflection from A 10. Determine the maximum deflection 11.…

A: ###Determination of Location of maximum deflection,  Maximum deflection,  and minimum  deflection…

Q: below: 40 kN 6 kN/m 2EI El 2m 2m 5m Determine the displacement matrix [A] a. [A] = %D loc O b. [A] =…

A: for displacement matrix  unknowns are taken which are free  i.e... either for rotation or…

Q: For the beam shown, calculate the beam slope at D. Assume that a = 3.8 ft, b = 5.7 ft, c = 7.6 ft, w…

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Q: Find the sehimi at the BC midpoint of the loaded beam as shown in the figure by the double-laye…

A:

Q: Integration Method = 10 kN/m Compute deflection at the free end (maximum deflection). В A YB = Ymax…

A:

Q: For the beam and loading shown, use the double-integration method to determine (a) the equation of…

A: E=205GPa

Q: Double Integration Method 50KN LibW/m Tat SEI 3EI im 4m 5m >16715 2m R= ? ; RB=? ; Ro= ? EIy DL = EI…

A:

Q: a) Nodal displacements and slopes b) The forces in each element c) Reactions SHOW YOUR WORK 10 kN/m…

A: Step 1  Given Data:    To determine:-a Nodal displacement and slopes                        b Forces…

Q: Find the maxeimum ben 75 Nm 60 N/m 5m ØIcm

A: The stress developed in the beam due to the bending action in the beam is called bending stress. The…

Q: 9. Use the force method to find the value of the redundant NDB. All bar areas are equal. (Ans: NDB =…

A: We have to determine the value of redundant NDB as per the given data in the question and using the…

Q: a. Find the General and Particular solution of ?? ?? = −8 sin 4? ; ? = 6 ?ℎ?? ? = 0 b. Find the…

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Q: Use Conjugate Beam Method. Determine the slope at B and the displacement at C of the beam. Use E =…

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Q: * Determine the resultant of the coplanar force system 300 0 A 50 100 250 === 0 0=1.198.... R-50.15…

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Q: 200 mm 30 mm -25 mm V В 250 mm 30 mm 125 mm If calculating the shear stress at point B, what is the…

A: Step 1

Q: 20. A 6-meter simply-supported beam is loade with a 2kN/m uniform load and a 10kN concentrated load…

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.