FA= 8 kN %3D 0- -40° BFR = 6 kN Fig.(A) 128.Cos 00

Q: Find the diff. in elevation between TP,and TP3 -Find the elevation of BM2 -What is the difference in…

A: Height of instrument = RL- BS RL=Height of instrument +FS

Q: aN 4N 6 m ET 13N F find for ce BC , FE , CF

A:

Q: Q-5: A cut is made in a stiff, saturated clay that is underlain by a layer of sand (following…

A: Draw the soil profile Find the total stress σA=γclayhc+hγwγclay=unit weight of clay=18…

Q: 20 kN 16 kN 30 kN/m D

A:

Q: C. Three cylinders are piled in a rectangular ditch as shown. R, = 5cm, R2 = 6 cm, R3 = 5 cm. W, =…

A: Reactions at A, B and C are :

Q: Determine the location of the shear center for the thin-walled channel?

A: Consider a thin walled channel used as a cantilever subjected to external vertical load. The…

Q: 6 KN 5-25. m 2.50 KN 2m

A:

Q: 2m 1.5m OIL SG= 0.82 3m A vertical triangular gate with top base horizontal and 1.5m wide and 3m…

A:

Q: For the parabolic seawall shown in Fig. 3-34, what moment about A per ft of wall is created by the…

A:

Q: etermine the resultant force that water exerts on the overhang sea wall along ABC he wall is 2 m…

A: to determine resultant force

Q: * Draw the active earth pressure diagram, calculate the magnitude and location of the active earth…

A:

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: 3.5m Silty sand; y = 18,5 kN/m? GWT Sub-layer 1 Sub-layer 2 Lean Clay (CL); Y= 16.5 kN/m³ on=…

A:

Q: 3. Calculate the overturning moment about the front bottom corner and sliding force agames the wall…

A: Data given: Asked: Over turning moment about the front bottom corner Sliding force against the…

Q: A retaining wall with a vertical smooth back is 8 m high. It supports a cohesionless soil (y = 19…

A:

Q: 5.18 A cut is made in a stiff, saturated clay that is underlain by a layer of sand. What should be…

A: To find the height of the water (hw) -

Q: soil along a horizontal plane at a depth of 4 m in a deposit of sand having the following…

A:

Q: Determine the lateral earth force at rest per unit length of the retaining wall when ground water…

A:

Q: For a case of plane stress, oy = 40MN/m, Oy = 0, txy = 80MN / m². What are the principal stresses…

A:

Q: Calculate the active and passive earth pressures AND. determine the distance at which the net active…

A: Given: Dry density Saturated density Cohesion  Angle of friction To find: Active earth pressure

Q: How the depth of influence factor, C1 factor is obtained ?

A: DEPTH INFLUENCE FACTOR: BASIC DESCRIPTION: As per Geotechnical consideration, Depth correction…

Q: S0 kN 3 m -2 m 40 kN/m 4m

A: calculate the reactions FX=0HA+30×3=0HA=-90KNFy=0VA+Vc=80taking moment at A…

Q: 10m 12 m Q-85 ms 60 m Top view Side view Fig .1: Side and top of view of the proposed dam 1. Provide…

A:

Q: ... 2m 1.5m OIL SG- 0.82 3m A vertical triangular gate with top base horizontal and 1.5m wide and 3m…

A:

Q: Q3/ the passage is 1.2 m wide normal to the paper. What will be the horizontal component of force…

A: Given: Water is flowing through a given passage as shown below, Width of passage normal to paper =…

Q: A retaining wall with a vertical smooth back is 8 m high. It supports a cohesionless soil (y = 19…

A:

Q: 2 IN W - 5 kN/m

A: Given Data: Overgaiging beam Length L=12mUDL all over the span = 5kN/mPoint Loat at Left and Right…

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

A:

Q: A cone of base diameter 100 mm and height 150 mm is resting upon HP on its base. A horizontal square…

A:

Q: hing= 20 kN/m 4.

A:

Q: Calculate the total active force acting on a vertical wall 5m high retaining a sand of unit weight…

A: It is required to find the total active force acting on the wall and it's location.

Q: A vertical, trapezoidal gate in the face of a dike is subjected to sea water pressure (s = 1.3) on…

A:

Q: b. Lateral pressure due to soil (in kN/m2 per meter length of wall): @ point R = @ just above point…

A:

Q: A channel section 300mm×10mm is 20mm thick.find the center of gravity of the section from the back

A: Considering the channel section: Calculating the area: a1=10*20=200 mm2 a2=300-40=260 mm2…

Q: etermine the resultant force that water exerts on the overhang sea wall along ABC. The wall is 2 m…

A: Width (b) =2m To find resultant force

Q: 8 kN 4 kN ID B 3 m 3 m -3 m

A:

Q: determine the thrust on the wall in kN/m. The upper surface of the fill is horizontal.

A:

Q: the following values to determine the at-rest lat- cral earth force per unit length of the wall.…

A: A retaining wall is a structure designed and constructed to resist the lateral pressure of soil when…

Q: PROBLEM: An infinite slope of granular soil has a slope of 23. The saturated unit weight of sand is…

A:

Q: ground surface y = 16.5 kN/m3 $ = 30° %3D 3m water table Ysat = 19 kN/m3 $ = 30° 3m

A: The answer of this problem is found to be Force=132.18KN per metre length For explanation please see…

Q: Q3: for the wall shown: 3m 4m ↓ -2. 20kpa #G..T c'. 5okpa $=15₁ Y= 19.8 11eN/m³ c'= lookpa 410°, Y.…

A:

Q: compute Coulomb's active lateral earth thrust against the wall face AB and the point of application…

A: Retaining wall - The structure that helps in maintaining the level of surface at different elevation…

Q: 5 KN-m 15 kN 500 KN m 6 m 3 m

A:

Q: What is the location of the Maximum mnoment from A in meters. Given: w1 = 45. w2 13a=2, b 3, and c 2…

A:

Q: 6 kN, and w =3 kN/m.

A: g

Q: A 40° slope is excavated to a depth of 10 m is a deep layer of saturated clay of unit weight 20…

A: Given data: depth(H)=10m slope=40o unit weight of saturated clay=20 kN/m3 Shear strength parameter…

Q: Forces effect on dam are W=200KN, Hh=100KN,Hv=55KN,U=70KN, external vertical force toworeds…

A: U=70kN Hv=55kN W=200kN Fv=40kN

Q: here's the previous questic 20 kN/m 3m

A:

Q: 6.30. The passage is 1.2 m wide normal to the paper. What will be the horizontal component of force…

A: Given: Channel width, B = 1.2m To determine horizontal component of force exerted by the water on…

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.