Questions from Civil Engineering


Q: For the wall and soil conditions shown in the Fig. 3

For the wall and soil conditions shown in the Fig. 3, determine the active lateral earth pressures on the retaining wall. Draw the lateral pressure diagrams, and determine the magnitude and location o...

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Q: Determine allowable bearing capacity with a factor of safety of 2.

Determine allowable bearing capacity with a factor of safety of 2.

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Q: For the wall and soil conditions shown in the Fig. 3

For the wall and soil conditions shown in the Fig. 3, determine the active lateral earth pressures on the retaining wall. Draw the lateral pressure diagrams, and determine the magnitude and location o...

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Q: The figure below shows a retaining wall hat is restrained from yielding

The figure below shows a retaining wall hat is restrained from yielding (given: H= 20 ft; Φ = 300, c = 0; γ = 105 lb/ft3: OCR = 1). Find: 1. Ko and the lateral earth force P...

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Q: Consider the given beam and loading. Draw the shear and

Consider the given beam and loading. Draw the shear and bending-moment diagrams for the beam and loading shown. For the beam and loading shown, identify the maximum absolute values of the shear force...

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Q: 25 kips 6 in. t = 0.25 in.

25 kips 6 in. t = 0.25 in. - 25 in. - b For the beam and loading shown, determine:

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Q: For the beam and loading shown above, determine the internal bending

For the beam and loading shown above, determine the internal bending moment at point C.

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Q: The block brake consists of a pin-connected lever and fr

The block brake consists of a pin-connected lever and fr iction block at B. The coefficient of static friction between the wheel and the lever is μs = 0.3 m and a torque of 5 N.m is appl...

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Q: 1. Determine Internal Shear and Moment As Functions of X,

1. Determine Internal Shear and Moment As Functions of X, calculate and draw shear and moment diagrams Determine Internal Shear and Moment as Functions of x, Take left end as Fixed Determine React...

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Q: Derive the general formula for stiffness matrix[kcr].

Derive the general formula for stiffness matrix[kcr].

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