SAND Yay 18KN/m -32 2m Water table SAND Yarated 20KN/m -32 3m Dredge line SAND Yatra 20KN/m -32 Find the driving depth of the cantilever sheetpile for the given profile by using free earth support method. Increase the driving depth about 30% for design. Calculate the maximum bending moment on the wall and determine the minimum required section modulus. (aa200MPa)

Q: IF Ho=5m,a320, B=100,pd%3D1600, 0=36 and 6=24 Calculate the safety of the gravity wall and determine…

A: Given data, Ho=5m α=20°β=100°φ=36°δ=24° we have to calculete the factor of safety against capacity…

Q: 40AN 360 300 m * E A 200 4 600 mm F D B Determine the axial stress in member CF if the area of each…

A: To determine the axial stress in CF and determine weather it is tensile or compressive.

Q: •JORN THAT T Im 2m 2mm 1mf 40 mm 1.) Draw the shew and 28 Find to 3.) Flexural Date Flexural…

A: As per company's guidelines we can only answer first three questions. Kindly post other questions as…

Q: АСTIVITY 129 KN 106 KN 1.8m 2.7m 1.3m 12KN/m A B MA 7.5m MB

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Q: Determine the Internal Forces at  AL BL GH FG AB in Kn

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Q: What will be the nature of surface of the flow of water is taking place ha oughness size (k) =…

A: Given Data, Roughness Projection, K =  0.1 mm = 0.1 * 10-3 m Wall shear stress, ?wall = 250N/m2…

Q: What will be the nature of surface of pipe if the flow of water is taking place having roughness…

A: Given data: Roughness size, k=0.10 mm Average shear stress at pie boundary, τo=250 Nm2 v=10-6 m2sec

Q: If the allowable stresses are: 6t=165M, 5c = 100Mpa, T=701 Pa determinet max. value of c. KN Ans.…

A: Given A beam with T -section Required  Maximum value of distributed loading

Q: The horizontal cross-section of the cast-iron standard of a vertical drilling machine has the form…

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Q: A 5-m STEEL SHAFT ROTATING AT 2Hz HAS 70 KW APPLIED AT GEAR THAT IS 2m FROM THE LEFT END WHERE 20 KW…

A: Using the following formula and calculating TA, TB, TC and TD: T=P2πf TA=-2010002π×2=-1591.55…

Q: For the (T) beam shown, With dim ensionsL=3, a = 0,05, b=0,005, L = 0,005,d=0,7 (au in m) and…

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Q: Determine the average punching shear stress the circular shaft creates in the metal plate through…

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Q: A side hammer is collected with both shaft and journal sliding support, as illustrated in below…

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Q: 2. WHAT IS THE MAXIMUM Pt Ре оо O 20 dia mm BEARING STRESS : 100 MPa SHEAR STRESS : 150 MPa STRESS :…

A: Given data:Bearing stress= 100 MPaShear stress =150 MPaStress= 80 MPa

Q: For the slab system shown in Fig design the one way slab only in both directions. Use o12 bars I 0.3…

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Q: An unpressurized pipe with an outside diameter of 219 mm and a wall thickness of 8 mm is subjected…

A: Given: Outside diameter, do=219 mmWall thickness, t=8 mma=1.3 mb=1.8 mPx=14 kNPy=54 kNPz=26…

Q: 8. Two flat jacks, 12 in. square, are placed in the w: 3 mately circular test gallery 8 ft in…

A: Two flat jackets=12 in2, Diameter of circular test gallery=8 ft, Pressure-1= 2500 psi= 17.3 Mpa (FJ…

Q: If the allowa ble stresses are :- 150 mm Bt = 165Miu,'sc =100MPA, T=7014 Par determinet mex, value…

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Q: Current Attempt in Progress Two solid bars support a load P as shown. Bar (1) has a cross-sectional…

A: Given data in question  2 bars A1 = 3800 mm2 A2 = 2100 mm2 Stresses 175 and 140 Mpa To find out…

Q: PROBUEM A : ENEN : R= 6.25 KN M = 3.42 KN m w,- SKA/M P2. 2.75 KN Pg= 3.72 KN UNKNOWNS : O RAy, RBy…

A: Since, the problem number to be solved is not stated, the solution for Question A is as follows: The…

Q: Proivde the summary of the below ? General shear failure

A: Dense of stiff soil that undergoes low compressibility experiences this failure. Continuous bulging…

Q: 2. Select appropriate UB's for the loading conditions shown below. Assume: Characteristic yield…

A: fy = 300 MPaLoad:Permanent action = 10 kN/mVariable action = 5 kN/mObjective:To find the suitable…

Q: SITUATION II: A reinforced concrete beam 350mm and effective depth 540mm is used as a cantilever on…

A: All answer options are boxed.

Q: The cracking moment of the beam; The safe moment capacity of the beam using transformed area method…

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Q:

A: Given data:

Q: 3KN 2 KN. m A 4KN diameter s 200 m ur loo mun =r- ceie B. Find the compound stresses due o Normal…

A: The diameter of beam, d=200mmThe radius of beam, r=100mmThe vertical loading, P1=3KNThe horizontal…

Q: Styles 1.A shaft is to be excavated in the layered soil profile shown here. Assume Ko lateral earth…

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Q: H.W A shaft com Posed of Segments Ac,cD and DB s fastened to igid SuPPorts oand looded as shown, for…

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Q: e cross section of the cantifever retaming wall shown below. Caleulate etor of safety with respect…

A: Draw the figure Calculate the coefficient of active earth pressure…

Q: 43.A 3 mx 3 m square precast reinforced concrete segments to be installed by pushing them through an…

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Q: B- Rectangular panel (4 *1) m, fixed at short edge and free at long edge, if resisting moment at…

A: In beam or panel when loading applied up to the plastic limit then the beam show mechanism a…

Q: Use the Distortion Energy Failure Theory to assess the adequacy of this pipe. (OD 114 mm; ID 97 mm,…

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Q: Q- An inverted triangular section of width 300 mm and depth 250 mm fails when it is subjected to a…

A: Given Data Width of triangle section (B) = 300 mm  Depth of triangle section (h) = 250mm  Moment at…

Q: Derive plane stress transformation equations

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Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.