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Solution Manual
Mechanics of Civil Engineering Structures
2
2
Problem 2.1. Scarf joint
Problem 2.2. Stresses on plate edge
Problem 2.3. Stresses of an I beam
Problem 2.4. Pressure vessel’s stresses
Problem 2.5. Pressure vessel’s strains
Problem 2.6. Design pressure vessel
Problem 2.7. Strain gauges
Problem 2.8. Stiffness matrix
Problem 2.9. Laminated composite
Problem 2.10. Lattice grid
Problem 2.11. Spiral stirrups
Problem 2.12. Plate’s loads on the edge
Problem 2.13. Curved beam
Problem 2.14. Curved I beam
Problem 2.15. Boussinesq formula
Problem 2.16. Infinite half space
Problem 2.17. Inclined load on a plate
Problem 2.18. Hole on a plate
3
3
Problem 3.1. Tension rod
Problem 3.2. Suspended bar – self weight
Problem 3.3. Suspended bar- additional end weight
Problem 3.4. Linearly distributed tensile load
Problem 3.5. Bent beam with different supports
Problem 3.6. Timber I beam
Problem 3.7. Glued connection
Problem 3.8. Overhanging beam
Problem 3.9. Shear flow in a C beam
Problem 3.10. Shear correction factor
Problem 3.11. Shear deflection
Problem 3.12. Timoshenko beam with built-in ends
Problem 3.13. Timoshenko beam with different end supports
Problem 3.14. Timoshenko beam subjected to moment load
Problem 3.15. Cantilever subjected to end torque
Problem 3.16. Welded tube
Problem 3.17. Torsion of open and closed section cantilever
Problem 3.18. Linearly distributed torque
Problem 3.19. Multicell bridge
Problem 3.20 Effect of restrained warping
Problem 3.21. Bus stop
Problem 3.22. Unkown load function
4
4
Problem 4.1. Bending of an inhomogeneous cross section
Problem 4.2. Shear of an inhomogeneous cross section
Problem 4.3. Composite cross section
Problem 4.4. Cracking moment
Problem 4.5. Deflection of a RC beam
Problem 4.6. Moment resistance of a RC cross section
Problem 4.7. Effect of compressed steel bars in elastic stage
Problem 4.8. Effect of compressed steel bars on plasic resistance
Problem 4.9. Eccentrically compressed masonry wall
Problem 4.10. Shear resistance of a masonry wall
Problem 4.11. Stresses of soil under square foundation
Problem 4.12. Elastic and plastic resistance of circular cross sections
Problem 4.13. Failure envelop
5
5
Problem 5.1. Uniform temperature change
Problem 5.2. Linearly varying temperature change
Problem 5.3. Temperature change of statically indeterminate structure
Problem 5.4 Shrinkage
Problem 5.5. Shrinkage with additional moment
Problem 5.6. Creep
Problem 5.7. Prestressed beam
Problem 5.8. Losses of prestress due to creep
Problem 5.9. Creep deflection of timber beam
6
6
Problem 6.1. Strain energy of a cantilever
Problem 6.2. Potential energy of a beam with built-in ends
Problem 6.3. Principle of stationary potential energy
Problem 6.4. Principle of virtual displacements
Problem 6.5. Betti’s theorem
Problem 6.6. Castigliano’s theorem
Problem 6.7. Deflection of a cantilever
Problem 6.8. Rotation from linearly distributed load
Problem 6.9. Displacement of a frame
Problem 6.10. Rayleigh-Ritz method
7
7
Problem 7.1. Slenderness of a column
Problem 7.2. Load bearing capacity of columns
Problem 7.3. Displacement magnification factor
Problem 7.4. Inclination
Problem 7.5. Water tower
Problem 7.6. Critical load by the Rayleigh-Ritz method
Problem 7.7. Flexural-torsional buckling
Problem 7.8. Lateral-torsional buckling
Problem 7.9. Critical load of frame
8
8
Problem 8.1. Vibration and deflection limits
Problem 8.2. Additional mass – frequency of beam with hinged ends
Problem 8.3. Additional mass – frequency of beam with built-in ends
Problem 8.4. Frequency of a beam supported by springs
Problem 8.5. Eigenfrequency of a water tower
Problem 8.6. Eigenfrequency of a rotationally supported rigid bar
Problem 8.7. Modal analysis
9
9
Problem 9.1. Moments of multispan beam
Problem 9.2. Force method
Problem 9.3. Plastic failure load – concentrated load
Problem 9.4. Plastic failure load – distributed load
Problem 9.5. Failure load of a frame
Problem 9.6. Mechanism by introducing plastic hinges
10
10
Problem 10.1. Deflection of a one-way plate
Problem 10.2. Deflection of an orthotropic plate
Problem 10.3. Navier solution
Problem 10.4. Strip method
Problem 10.5. Local buckling of an I beam
Problem 10.6. Local buckling with elastically restrained edge
Problem 10.7. Local buckling of a box beam
Problem 10.8.Natural frequency of a hinged plate
Problem 10.9. Vibration of a timber plate
Problem 10.10. Vibration of a RC slab
Problem 10.11. Vibration of steel-concrete composite floor – neglecting beam’s weight
Problem 10.12. Vibration of a steel-concrete composite floor -including beam’s weight
Problem 10.13. Dynamic factor and dynamic load
Problem 10.14. Ponding
Problem 10.15. Elastic foundation -water tank
Problem 10.16. Elastic foundation -water tank during construction
Problem 10.17. Circular plate subjected to concentrated load (elastically supported and simply supported)
Problem 10.18. Circular plate subjected to concentrated load (elastically supported and built-in)
11
11
Problem 11.1. Air supported tent
Problem 11.2. Spherical dome
Problem 11.3. Skylight on spherical dome
Problem 11.4. Paraboloid of revolution
Problem 11.5. Truncated cone
Problem 11.6. Parabolic barrel vault subjected to snow load
Problem 11.7. Parabolic barrel vault subjected to self-weigth
Problem 11.8. Elliptic paraboloid roof with two perfect supports
Problem 11.9. Elliptic paraboloid roof with four perfect supports
Problem 11.10. Assembled hyperbolic paraboloid roof
Problem 11.11. Cylindrical shell
Problem 11.12. Edge disturbance of a spherical dome
Problem 11.13. Spherical dome with not adequate membrane support
Problem 11.14. Edge disturbance of a spherical dome with skylight
Problem 11.15. Skylight on spherical dome with not adequate membrane support
Problem 11.16. Edge disturbance of barrel vault
Problem 11.17. Truncated cone with not adequate membrane support
Problem 11.18. Truncated cone without upper ring
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