32 kN 24 kN H 57 kN 3 F 16 kN 7 kN 8 В 17 kN A G 24 kN 2.

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A: Given, Point load at B and D =32 kips  Moment A and E =96 kips-ft. Reaction at support A,C and E =16…

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Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…

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Q: Note: Please show all of the free body diagrams used and also show the complete solution. The beam…

A: Deflection will be determined by the first mentioned method i.e. double integration.For other…

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Q: Note: Please show all of the free body diagrams used (from reactions and etc.,) and also show the…

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Q: 20ド Sm 10m

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Q: Consider the mechanism shown. Members AB and BC are joined by a hinge at B. End A of member AB is…

A: Option (d) is correct.

Q: P7.7. Compute the slope and deflection at points B and C in Figure P7.7. 120 kN . m A 4 m - 8 m

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Q: PROBLEM 4 Determine the (a) the shear stress (psf) at the walls of a 12-in-diameter pipe when water…

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Q: Consider the mechanism shown. Members PQ and QR are joined by a hinge at Q. End P of member PQ is…

A: Option (D) is correct

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Q: e to viscous effects, the "namic pressure is

A: solution of above problem is below:

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Q: 3–3. Classify each of the following tr determinate, indeterminate, or unstable state its degree.

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Q: PROBLEM 7 What is the head loss (ft) in Problem 6 if Manning's formula is applied with n = 0.012?

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Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 24 kN/m, P = 8 kN and M =…

A: L

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Q: c. Maximum shear stress on the bolts.

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A: Solution of a given problem ####

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Q: 100 10 90 20 80 30 70 percent CLAY 60 Clay 40 реrcent SILT 50 50 Silty clay 40 Sandy clay 60 Silty…

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Q: Consider the mechanism shown. Members PQ and QR are joined by a hinge at Q. End P of member PQ is…

A: Using relative velocity analysis or IC method the velocity of point Q can be calculated.

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A: Given  Factor of safety= 2.5

Q: For

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A: As per student requirement solve part a only