5 kN 1.5 m 1.5 m B 3m 3 m 6 m Tay

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: 10 kN 20 kN 30 kN 5 kN/m в 2 m 3 m 2 m RA RA Rs (d) (c)

A: Given data in question  Simply supported beam  Dimensions  Point load  UDL To find out  SFD BMD

Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

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Q: Determine Qmax [Qmax = 6.48 x 10-4 m

A: To find Qmax

Q: Water flows through a Parshall Flume with a throat width of 4.0 ft at a depth of 7.5 ft. Determine…

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

A:

Q: A rectangular scow 2.13 m high, 5.5 m wide and 9.8 m long loaded wit center of gravity is 0.6 m…

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Q: S kN 15 kN 2 m 2 kN/m 6 m 2 m 2 m

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Q: An earthen channel with a based 3 m wide and side slopes 1:1 carries water with a depth of 1m. The…

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Q: nape apezoic and a side siope ertical cames wate depth of 2.8 m. 1. What is the area of the canal?

A: B=2.3m Y=2.8m To find area of canal(A)

Q: A gravity dam has triangular cross section, with the upstream face vertical and impounded water…

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Q: A drainage canal in the shape of trapezoid with a bottom width of 2.3m and a side slope of 1…

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Q: silt theory. Design an irrigation channel to carry a discharge of 14 cumecs. sių ui s fop1 So Assume…

A: The velocity of the flow is  V = Qf214016 The hydraulic mean radius of the flow is  R = 52V2f…

Q: uhat lo the Coihical gradient far coarse 2oil which han void ratio 0.8 and

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Q: A sluice across a channel 6 m wide discharges a stream 1.2 m deep. What will be the tlow if the…

A: The figure is shown below,

Q: What is the hydraulic radius of a 3-m wide rectangular channel with a depth of 2-m? a.    0.86 m b.…

A: Hydraulic radius is the ratio of the wetted area upon wetted perimeter. Wetted Area of Reactangle…

Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

A:

Q: 3 m wide rectangular channel conveys 12 m3 /s of water at a depth of 2 m. Calculate the Froude…

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Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

A: Given Data: Width of fill=12m Side slope=1.5:1 Center height=20m Interval are= 3.7 m, 2.6 m, 4.0…

Q: A rectangular scow 9m wide, 15m long, and 3.6m high weighs 3304kN. a. What is the draft in the…

A: Metacentric height: Metacentric height is calculated for the initial static stability of the body.…

Q: If the designed dam is 12m height. what would be the bottom width of the dam?

A: Given Equation W=0.2H+2.1 H=12 m

Q: A triangular dam 3 m wide at the base and 5.6m high weighs 23.5 kN/m3. Take A = last digit of your…

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Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

A: The volume of the embankment by average area method is V = ∈AnL The volume of the embankment by…

Q: Determine the required Magnitude and location from point B of the resultant of the Forces acting on…

A: Answer Let us first draw the forces acting on the dam body as shown below As nothing is given about…

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: Compute the volume of fill per unit length for an earth dam 9.0m high , assuming a top width of 2.4m…

A: Given data: Earthen dam  H=9m  Top width =2.4 m Side slop at upstream = 3:1 Side slope at down…

Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

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Q: 4.0 3.0 12 kPa Sand: m=16 kN/m³ Ø'=32* YSAT 18.81 kN/m3 GWT

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Q: 20 kN 25 kN 20 kN 3 m F А H |C IE G 2.5 m 2.5 m 2.5 m 2.5 m V 25 kN

A: Method of sections First calculate reactions Draw a section such that all three unknown forces are…

Q: - B=10m q= 400 kN/m² 2 m- sand 10 m- clay

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Q: An alluvial stream (d = zero.60 mm) has a bed slope of 3 x 10-4 locate the imply speed of drift…

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Q: find Gs If e =0.75, hc =2.81 m, Z= 3m Where: Z: soil thickness hc: Critical hydraulic gradient e:…

A: Given data : The value of void ratio e=0.75 The value of critical hydraulic gradient iC=2.81   To…

Q: A canal carries 1.8 m3/s of water. Determine the resulting head over a Cipolletti weir 1m high and…

A: Discharge = Q = 1.8m3sec Height of weir = h = 1m Length of the weir = L = 4m

Q: 2 m 7 kN/m 4 m- 15 kN PA 20° 10 kN

A: by given question RA+RD=0taking moment about ARD×0.4+7×1×0.5+15×1.2+10×0.2=0RD=-58.75KNRA=58.75KN

Q: bottom width of trapezoid-shaped canal = 1.5 meters depth of flow = 1.5 meters side slopes = 3H : 2V…

A: Top width of trapezoidal sectional, depth, side slope , channel slope and manning’s constant value…

Q: Water is moving at a velocity of 4 m/s in a 1 m wide horizontal channel at a depth of 1 m. The…

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Q: 3 m Top of sand 3 m 3 m draw the sheet pile 11:51

A: Sheet piles are metal parts with interlocking edges driven into the ground to provide permanent or…

Q: A rectangular scow 30 ft wide, 50 ft long and 12 ft high has a draft in sea water (s = 1.03) of 8…

A: step 1-

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: Ground surface Contring Layer Confined aquifer ha K mid Bedrock Determine Q for aquifer above if im…

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Q: The uniform m swamp ate hasamasf 4000g and a width of 1.7 Determine the angle for equrium the water…

A: An equilibrium state is one that does not change over time, both in its state of motion and its…

Q: Water flows through given two layered soil profile and discharge collected at the end is 7.5…

A: Given, Q = 7.5 lit/sec, Z1 = 0.2 m, Z2 = 0.4 m, A = 1 × 1 m² K1 = 2 ×10^–2 m/s, K2 = 4 × 10^–2 m/s,…

Q: A railway fill is 12 m wide. The ground is level in a direction transverse to the centerline. The…

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Q: What is the hydraulic radius of the channel shown: 1.5m 1.5m 1.2m

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Q: Determine the fill and cut volumes of the 10 m by 10 m grid below. A B 0.7 F 0.7 C 0.8 F 1 2 0.8 C

A: Given data:- The below grid is (10mX10m)

Q: 5. The length of the culvert is 75n

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Q: In an open rectangular channel, a hydraulic jump accrues. If ye=0.8 m, y1%30.3 m. Calculate y2.…

A: Step 1

Q: 5 m Y= 16 kN/m³ Ysat = 17 kN/m³ _5 m %3D Ysat = 17 kN/m³ Cv= 0.8 m²/ Year 5m e = 1.0 Ce= 0.3 O Sand…

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Q: H,0 1.1 m A B C ter is placed at point B, to what height the water will rlse above this point?

A: Pressure Head at B = ( 5.4 + 1.1 - 0.8m) = 5.1m Point  Datum Head Pressure Head Total Heaf A…

Q: b. 70 cm

A: Find initial depth y=QWidth×Velocity=2.963.59(2.75)y1==0.3m

Construction Process

In civil engineering, construction is the combination of art and science, to construct a physical and naturally built environment, starting from the design phase. The construction process falls under the area of building construction, which is a sub-branch of civil engineering. Hence, it is also sometimes called the design and build or design-build process. The work of construction is majorly carried out by civil engineers and design professionals along with a team of works consisting of contractors and subcontractors.