For odd roll numberLaterally Loaded and Machine FoundationCE 1113Case study1. Introduction (about sheet pile wall).For even roll number2.(a) Describe and classify sheet Pile Wall.(b) State the uses of sheet pile wall?(e) List the advantage of sheet piling over other retaining structures.(d) An anchor sheet pile bulkhead is shown in figure.1. Introduction (about sheet pile wall).2.(a) Describe and classify Sheet Pile Wall.State the uses of sheet pile wall.List the advantage of sheet piling over other retaining structures.i Calculate the actual depth of penetration (Use,Dl = 1.3 Daery)Draw the pressure distribution diagram, andii. Determine the anchor force per unit length of wall.(b)(e)ii.(d)An anchor sheet pile bulkhead is shown in figure.Calculate the actual depth of penetration (Use.Datual =15 Diery)ii. Draw the pressure distribution diagram, andDetermine the anchor force per unit length of wall.i.= 4 m X\ Sandii.L = 10 my= 18 kN/m, p = 301=3 m X SandL38mT= 17 kN/m, p = 30SandL= 25 mY= 22 kN/m. = 30SandL= 22 mY = 20 kN/m.e = 30Dredge LineSandDredge LineSandY= 22 kN/m, = 30Y= 20 kN/m, g = 303. Conclusion.3. Conclusion.

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For odd roll number Laterally Loaded and Machine Foundation CE 1113 Case study 1. Introduction (about sheet pile wall). For even roll number 2.(a) Describe and classify sheet Pile Wall. (b) State the uses of sheet pile wall? 1. Introduction (about sheet pile wall). List the advantage of sheet piling over other retaining structures. (e) (d) An anchor sheet pile bulkhead is shown in figure. 2.(a) Describe and classify Sheet Pile Wall. (b) State the uses of sheet pile wall. List the advantage of sheet piling over other retaining structures. (d) An anchor sheet pile bulkhead is shown in figure. i Calculate the actual depth of penetration (Use.D=1.3 Daen) ii Draw the pressure distribution diagram, and ii. Determine the anchor force per unit length of wall. (e) . Draw the pressure distribution diagram, and iii. Determine the anchor force per unit length of wall. Calculate the actual depth of penetration (Use.Daal =15 Diey) ii. 4m X sSand 3 m /X L= 10 m y= 18 kN/m. = 30 A Sand L8m Y= 17 kN/m,= 30 Sand L= 25 m Y = 22 kN/m. g = 30 Sand L=22 m Y = 20 kN/m,= 30 Dredge Line Sand Dredge Line Sand = 22 kN/m. o= 30 D Y= 20 kN/m, o = 30 3. Conclusion. 3. Conclusion

For odd roll number Laterally Loaded and Machine Foundation CE 1113 Case study 1. Introduction (about sheet pile wall). For even roll number 2.(a) Describe and classify sheet Pile Wall. (b) State the uses of sheet pile wall? 1. Introduction (about sheet pile wall). List the advantage of sheet piling over other retaining structures. (e) (d) An anchor sheet pile bulkhead is shown in figure. 2.(a) Describe and classify Sheet Pile Wall. (b) State the uses of sheet pile wall. List the advantage of sheet piling over other retaining structures. (d) An anchor sheet pile bulkhead is shown in figure. i Calculate the actual depth of penetration (Use.D=1.3 Daen) ii Draw the pressure distribution diagram, and ii. Determine the anchor force per unit length of wall. (e) . Draw the pressure distribution diagram, and iii. Determine the anchor force per unit length of wall. Calculate the actual depth of penetration (Use.Daal =15 Diey) ii. 4m X sSand 3 m /X L= 10 m y= 18 kN/m. = 30 A Sand L8m Y= 17 kN/m,= 30 Sand L= 25 m Y = 22 kN/m. g = 30 Sand L=22 m Y = 20 kN/m,= 30 Dredge Line Sand Dredge Line Sand = 22 kN/m. o= 30 D Y= 20 kN/m, o = 30 3. Conclusion. 3. Conclusion

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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