A group of 16 piles are arranged in a square pattern and installed in a deposit of soft clay. The diameter and length of each pile is 250 mm and 10 m, respectively. The required spacing between the piles so that 100% group efficiency can be achieved will be (Neglect the bearing of the piles and take adhesion factor of 0.8)

Q: Hand

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Q: QUESTION 3 For the beam show in figure 2, determine: (a) The reaction at the supports in term of the…

A: Given data P = 6 kn w=2kn/m

Q: erature is 40°F, what is the head loss sthf=57.5t, wh

A: Discharge = 2 cfsDiameter of the pipe = 6 inch.Water Temperature = 40 deg FHead Loss in 1000 ft pipe…

Q: Use the virtual work method to determine the vertical deflection at joint C of the truss shown. 15…

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Q: 6. The 25ft wing of a small airplane is subjected to a lift, which varies from zero at the tip to…

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Q: Determine the displacement at C and the slope at B. El is constant. Use the moment-area theorems 4…

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Q: Hand

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Q: Determine the whole circle bearing of line CD in degrees.

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Q: Water is drawn into the pump, such that the pressure at ne inlet A is -25 kPa and the pressure at B…

A: Given data :Pressure at point A and B is PA=-25kPA, PB=160kPaDischarge Q=0.08cumech=2m

Q: - A uniform beam (EI= constant) PQ in the form of a quarter-circle of radius R is fixed at end P and…

A:

Q: A trapezoidal concrete-lined ditch has a bottom width of 3 depth of 2 ft, and side slopes of 2:1.…

A: Assuming Manning's coefficient (n)= 0.015 for concrete lined channel Bottom width (B)= 3ft Depth of…

Q: The moist unit weight of 0.0057 m³ of a soil is 102.6 N. The moisture content and the specific…

A:

Q: Take P₁= 5 kip and P₂ = 2.5 kip. (Figure 1) Figure 1 of 1 |||| Determine the absolute maximum shear…

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Q: Hand written and clean writing please..

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Q: For Problems 9.1 through 9.6, use the virtual work method to determine the deflection of each of the…

A: A truss is supported at A with a pinned support and at D with a roller support.Three-point loads of…

Q: 14 For the machine element shown, locate the y coordinate of the center of gravity. Given: r= 1.5

A: -2.55

Q: The surface area of a reservoir is 17.2 square miles and is underlain by impervious strata. In…

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Q: The rigid pipe is supported by a pin at A and an A-36 guy wire BD. The wire has a diameter of 0.29…

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Q: Q.6: 100 ml waste water sample was diluted with 800 ml of water. Initial dissolved oxygen level (DO)…

A: Volume of waste water sample (Vsample) = 100mlVolume of diluted water (Vdilution) = 800ml Initial…

Q: Problem 3: Derive the formula for the maximum deflection of a cantilever beam with span L loaded by…

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Q: PROR 166 AP Cable sling 32° 32° Clevis 2.0 m Steel plate (2.5 x 1.2 x 0.1 m)

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Q: Water 3 m Clay 1 ki T+T2 n2 Clay 2 B. T2/2 k2 Sand Aquifer Shown in the image are two clay layers…

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Q: A 4340 steel plate containing an interior crack that is 2cm long, 10cm wide, and 0.5 cm thick. The…

A: Given:- 4340 steel plateL=2cm long10cm wide0.5 cm thicktensile force=10000NTo find:-stress intensity…

Q: 3. Determine the centroid of the quarter circle adius is r. (Use integration)

A: Given:-radius=rTo find:-centroid of quarter circle

Q: Problem No. 5. For the beam shown below develop the shear and moment diagram and find the internal…

A: To find: Shear, bending moment diagram and internal forces at points E.

Q: /55 Find the force in member Je where all angles are 30°, 60° U V W Ad T S R Q8 B C D E F G H

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Q: The truss shown has cross-sectional area of 10 in' for all members. The Young's modulus of the…

A: Horizontal deflection of join B using Virtual Work Method###

Q: Q1 constant. Determine the slope and the displacement at C. El is 12 k-ft JA 4 ft 6k 6 ft B

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Q: (a) The uniformly distributed live load on all four floors in figure below is 70 lb/ft² and…

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Q: A U-tube manometer is used to check the pressure of natural gas entering a furnace. One side of the…

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Q: The beam ABCD with a cross section carries the loading shown in the figure. Determine the magnitude…

A: Find:Magnitude and location of maximum bending stress in the beam

Q: CASE 1 E D. P P CASE 2 A DA F Họ K 8.

A: Member DG,BD

Q: 6. A frame is pin-connected at Points A, B, and D and is subjected to loads as shown below.…

A: Determination of reactions at point A, B and D

Q: In the chamber shown, section (1) has a diameter of 4 in., and the flow is 2.8 ft3/s. Section (2)…

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Q: 4 kN 7 kN-m 2m 3m 6 kN 5m 5 kN 2 m B For the beam shown on the left: Find reaction forces a) b) Find…

A: due to mistakes  i just re write  the value plz  don't  mind else i have to cut the entire  diagram…

Q: (b) hear and bending moment. (c) Draw the shear-force and bending- moment diagrams for this beam.…

A: (b) Shear and Bending Moment : ∑MA=060×18×9 + 900×4 + 400×18 - RC×12 = 0RC=1710 lb ↑∑V=0RA+RC=60×18…

Q: 1. Draw the shear and homent diagrams for the beam shown in Figure 1. EI is constant. Neglect the…

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Q: Now, we have a similar deflector as the previous problem, but a circUlar hole is cut in its center…

A: The given data is: r=999.3 kg/m3 v=7 m/s D=100 mm

Q: The Atterberg limits of a clay are: LL= 60%, PL-45%, and SL-25 %. The specific gravity of soil…

A: LL=60%PL=45%SL=25%volume of soil sample when water content is reduced from LL to 20% (volume of soil…

Q: SAMPLE PROBLEM 30-06 01:49340 Vehicle time headways and spacings were measured at a point along a…

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Q: 1. An electric field of 8.50 x 105 V/m is desired between two parallel plates, each of area 35.0 cm2…

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Q: How many acres are in the shaded areas in each example below? 000 640 160 320 40 N1/2, sec 25.

A: To find: How many acres are in the shaded areas?

Q: Problem 11.9 The cube of material shown in Problem 11.8 (reproduced below) is subjected to a pure…

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Q: head is obtained by dividing E (the time rate of energy) by: density mass flow rate gravity mass…

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Q: The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the…

A: To find support reactions at A and D

Q: What cause high turbidity if you add too much alum?

A:

Bid Package

A bid package is a set of all documents, often known as bid documents necessary to be submitted by a general contractor before participating in a competitive construction bid to receive tender of execution of any construction project.