2. O= 0. 56 cfr 6" = 175 ft B f= 0.04 D =6 30 ft WITH TH£ WATEE A AT A DETERMINE THE LEVEL

Q: A rectangular footing of width 2.5m and length 3.5mis resting on a sandy silt at a depth of 3m from…

A: Given width,b=2.5m length,L=3.5m depth of footing ,Df=3m Nc=17.71,Nq=7.4,Ny=5 cohesion,c=30kN/m2…

Q: 2-133. Determine the angle e between the pipe segments BA and BC. 3 ft 4 ft 4 ft 2 ft F = (301 – 451…

A: Determine the angle between the pipe segments BA and BC.

Q: A 3.0m high embankment is to be constructed as shown. Determine the stress increase at P1. (49.81) D…

A: Please refer the attached image for complete solution. THANK YOU.

Q: nd the 4th iterative root (n=4) of the equation cos x = 3x - 1 up to 4 ecimal places using…

A:

Q: 8. Estimate the value of wetted area of a circular section in case of maximum

A: To find : Wetted area.

Q: A) Only adding a wide surface load of great pressure (e.g. embankment). B) Only drilling a vertical…

A: To Determine: The following separate, unrelated actions cause consolidation settlement in the clay…

Q: 3) Module 14 - Earthworks The following shows cross-section notes for a road grading work. x1 -3.2…

A:

Q: A 3.0m high embankment is to be constructed as shown. Determine the stress increase at P1. (49.81) D…

A:

Q: a. Determine the drained angle of friction for the silty clay soil. b. Determine the shear strength…

A:

Q: d two times as large for the overflow section. Use the slope=0.00030 for both. Determine the…

A: data given  Main channel as trapezoidal section with [2V:1H] depth of flow = 3.60 m Base width = 12m…

Q: For a saturated soil, given yd = 97.3 lb/ft3 and w = 21%, determine: b. e

A: Given data : Dry unit weight (γDry)=97.3 lb/ft3Water content (w)=21%

Q: Find the end forces of mem ber CE using the s tiffness matrix method. 90kNim B. B Sm

A:

Q: 8 - Foundations considered as deep when a) Depth /width >2.5 b) Depth /width 5 d) Depth /width<10

A: The foundations are mainly of two types. Shallow foundation  Deep foundation. The foundation is…

Q: Wo B

A:

Q: AHOLDERBACE DAM B. A BEDROCk

A: Given  H= 5ft  K = 42 ft/day  Nf = 3 , Nd = 12   Note  Due to the company rules i am able to answer…

Q: 1. Water is flowing through a concrete rectangular channel at a rate of 0.5 m'/s. If the manning's…

A: As per our guideline we are supposed to answer only 1 question. Kindly repost other questions as a…

Q: For a flow a net with Nf 5 and ND = 20, the shape factor. %3D %3D 4. 0.5 0.25

A: Given data in question  Constants value To find out  Shape factor

Q: Q3). Calculate the cross section area of cut and fill for the followings: St. 1) h = 2m cut at…

A: Cut and Fill : Cut and fill operation in construction is also known as excavation and embankment.…

Q: 3- Which of below factor does not impact lateral earth pressure at rest of retaining wall: (a) Wall…

A: 3. Wall friction The wall friction comes into play when there is a relative movement between wall…

Q: Q3). From the followings: St. 1: h=0.5m cut at center line, s = 4 assume right side higher than left…

A:

Q: A canal having side slopes 1:1 is proposed to be constructed in a cohesive soil to a depth of 10m…

A: Given data G = 2.65 Cu = 12 KPa e = 1  Sn = 0.08  H = 10 m  F = Factor of safety

Q: Q1: For the footing shown Fig, find the immediate settlement at point a if Is. I= 0.61; q.-115 kPa,…

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Q: A rectangular channel 5.2 m wide by 1.4 m deep was laid to have a hydraulic slope of 0.001. Using n…

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Q: A rectangular channel 4.8 m wide and 1.4 m deep was laid to have a hydraulic slope of 0.0017. Using…

A:

Q: tiiirm] is (see : A = Q/U = 30 / 2.5 = 12 (m. : P= A/ R, = 12/0.494 = 24.3 [m] = bh and P b + 2h,…

A: Area=12m2 Perimeter=24.3m

Q: c2/ for the footing shown (3X4)w cheak. | . slicing 2. Bearng capacity if F.S.=} 2500kN 1.Sm 180°…

A: Stability conditions of footing: There are four conditions to be considered during footing…

Q: R4) For adry soil, 8 dry. = 16 KN/ m³, W=22% find Ysat, Gsz3e 3

A: Given : Dry density of soil = 16 kN/m3 water content, w = 22% specific gravity Gs = 3e Saturated…

Q: 2. Calculate the wetted perimeter of a triangular section having depth y and the side slope is Z. a)…

A: Calculate the wetted perimeter of a triangular section,P=?

Q: A soil sample (sand) obtained from trench has water content of 38%. The specific graavity of solid…

A:

Q: Draw the relationship between soil resistance and the depth of the rod.

A: Soil resistance decreases as depth of rod increases. Generally, doubling the depth of rod decreases…

Q: Determine the side slope from the following cross-section notes of an earthwork. 8.6 9.0 +1.8 +1.2…

A:

Q: 1. The soil has a friction angle of 25°. Assuming there is no chart given, determine the following:…

A:

Q: A cutting is made in clay y=20kN/m³, ¤ =0, c = 35 kN/m². Take FOS= 1.5 and Sn = 0.17. Maximum depth…

A: Given data  A cutting is in a clay soil. γclay = 20 KN/m3  ϕ = 0°  C = 35 KN/m3  FOS = 1.5  Sn =…

Q: At sta 14 + 200 X/-184 0/-1.22 X/-0.42 At sta 14 + 300 X/1.098 0/+3.05 X/+0.5 Base for cut = 9m…

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Q: ROBLEM 4 A standpipe with an open top has a diameter of 2.5m and a wall thickness of mm. What level…

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Q: SITUATION: A rectangular footing, a=3m, b=2m, has a thickness of 0.40m. If P3800KN is acting at…

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Q: 4. Estimate the wetted area of a triangular channel having a depth of 5m and the side slope is…

A: We have to determine the value of wetted area of the given triangular channel section having depth…

Q: Given: 1. Structural Component: Beam 300 mm x 400 mm Column 400 mm x 400 mm Slab thickness 110 mm 2.…

A: The continuous and repetitive application of a load on an item or structural component in a…

Q: A stone A is thrown vertically upward at 10 m/sec. Another stone B is thrown vertically upward at 12…

A:

Q: i Example 23.7. ihrough a soil having the following characteristics: c = 14 kN/m; = 15° e = 0.8 and…

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Q: Give three formulas to calculate the slip factor. Derive Stodola's relation for the slip factor.

A: Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: orresponding Table Q2 (a) enclosed by contour loops were taken from a plan of he area concerned.…

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Q: Define Schmertmann Method.

A: Schmertmann Method. This method is used to find the elastic settlement of the soil under the…

Q: Determine the distance from the water

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Q: On the trapezoidal finished-concrete channel shown below. Given y = 2.45ft, B= 3ft, and angle 0 is…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: Q3). Calculate the cross section area of cut and fill for the followings: St. 1) h = 2m cut at…

A: Cut and Fill : Cut and fill is the process in which earthen material of a road or canal removed or…

Q: A trapezoidal channel with lower base 2.5m has a normal depth of water 1.2m. The sides of the…

A: Discharge in the channel is defined as the volume of water flow per unit time.  The discharge of the…

Q: O Determine the dimensions of a trapezoidal best section of an open channel whose sides have a slope…

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Q: the embankment give nded by water to its cre

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Q: Q3: Shallow footing shown in Figure below calculate the: 7-l00 kN/m2 Es KNIM2 1 m IMX2m lo00 Ms =0.3…

A:

Finishing Operations

Finishing operations are the processes that are applied to the workpiece at the end of a manufacturing process, and after completing all other relevant operations that bring the product to its required dimensions. Finishing operations involve polishing, reducing the surface roughness, eliminating wrinkling, and grinding to enhance the surface texture and provide a better surface finish to the workpiece surface.