Fall 2009 Section 1B & 1C Grades
| Class Grades |
Quiz 1 |
Quiz 2 |
Quiz 3 |
Quiz 4 |
Quiz 5 |
Quiz 6 |
Quiz 7 |
Quiz 8 |
Final Exam |
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| High | 107 | 100 (52) | 100 (8) | 100 (21) | 100 (16) | 100 (11) | 100 (30) | 100 (19) | 100 (13) | 100 (2) |
| Average | 77 | 78 | 70 | 71 | 73 | 71 | 73 | 75 | 60 | 76 |
| Low | 40 | 15 | 10 | 16 | 10 | 23 | 13 | 18 | 0 | 26 |
| 100-90 | 34 | 76 | 29 | 48 | 41 | 50 | 46 | 43 | 26 | 36 |
| 89-80 | 44 | 18 | 30 | 22 | 30 | 17 | 22 | 24 | 25 | 39 |
| 79-70 | 43 | 35 | 38 | 31 | 22 | 17 | 29 | 40 | 20 | 39 |
| 69-60 | 29 | 25 | 33 | 35 | 33 | 44 | 34 | 24 | 13 | 25 |
| 59-50 | 14 | 17 | 25 | 20 | 33 | 13 | 18 | 18 | 15 | 19 |
| 49-40 | 6 | 10 | 25 | 16 | 13 | 14 | 12 | 6 | 24 | 8 |
| 39-30 | 6 | 8 | 8 | 9 | 17 | 10 | 4 | 16 | 2 | |
| 29-20 | 3 | 1 | 5 | 1 | 3 | 2 | 2 | 8 | 1 | |
| 19-10 | 1 | 1 | 1 | 1 | 2 | 1 | 6 | |||
| 9-0 | 2 | |||||||||
| curve | 0 | 10 | 0 | 10 | 7 | 0 | 0 | 0 | 12 |
| Problem | Topic | Performance | |
| Quiz 1 | |||
| Q1.01 | Summation of Forces |
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| Q1.02 | Summation of Moments |
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| Q1.03 | Summation of Forces, Normal Stress |
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| Q1.04 | Summation of Moments, Normal Stress |
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| Q1.05 | Normal Stress, Bearing Stress |
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| Q1.06 | Direct Shear Stress |
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| Q1.07 |
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| Q1.08 |
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| Q1.09 | Normal Strain |
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| Q1.10 |
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| Q1.11 |
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| Q1.12 | Shear Strain |
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| Q1.13 | Thermal Deformation |
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| Quiz 2 | |||
| Q2.01 | Young's Modulus |
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| Q2.02 | Poisson's Ratio |
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| Q2.03 | Shear Modulus |
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| Q2.04 | Factor of Safety, Direct Shear Stress |
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| Q2.05 | Factor of Safety, Summation of Moments, Normal Stress |
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| Q2.06 | Axial Deformation |
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| Q2.07 | Statically-Indeterminate Axial Deformation |
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| Q2.08 |
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| Q2.09 |
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| Quiz 3 | |||
| Q3.01 | Summation of Moments, Torsional Shear Stress |
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| Q3.02 | Angle of Twist |
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| Q3.03 | Logic |
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| Q3.04 | Gears, Torque |
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| Q3.05 | Gears, Speed |
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| Q3.06 | Gears, Power, Angle of Twist |
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| Q3.07 | Statically-Indeterminate Torsion |
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| Q3.08 |
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| Q3.09 | Ground Reactions |
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| Q3.10 |
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| Q3.11 |
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| Q3.12 | Maximum V |
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| Q3.13 |
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| Q3.14 | Maximum M |
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| Q3.15 |
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| Quiz 4 | |||
| Q4.01 | Centroid |
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| Q4.02 | Moment of Inertia |
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| Q4.03 | Bending Stress |
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| Q4.04 |
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| Q4.05 | Composite Beam |
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| Q4.06 | Combined Loading |
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| Q4.07 | Horizontal Shear Stress |
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| Q4.08 |
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| Q4.09 |
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| Quiz 5 | |||
| Q5.01-02 | Q for Built-Up Beams |
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| Q5.03 | Fastener Spacing |
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| Q5.04-05 | Boundary Conditions |
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| Q5.06 | Format of Slope Equation |
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| Q5.07-09 | Deflection of Cantilever Beam |
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| Q5.10-11 | Deflection of Overhung Beam |
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| Q5.12-13 | Deflection of Simply-Supported Beam |
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| Quiz 6 | |||
| Q6.01 |
Statically-Indeterminate Beam Deflection |
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| Q6.02 |
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| Q6.03 |
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| Q6.04 | Stresses on Diagonal |
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| Q6.05 | Principal Stresses |
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| Q6.06 | Principal and Maximum Shear Stress Angles |
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| Q6.07 | Maximum In-Plane Shear Stress |
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| Q6.08 | Reading Mohr's Circle |
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| Q6.09 |
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| Q6.10 |
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| Q6.11 |
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| Q6.12 | Drawing Mohr's Circle |
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| Q6.13 |
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| Quiz 7 | |||
| Q7.01 | Strain Along Diagonal |
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| Q7.02 | Maximum In-Plane Shear Strain |
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| Q7.03 | Strain Sketches |
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| Q7.04 |
Mohr's Circle |
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| Q7.05 |
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| Q7.06 |
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| Q7.07 |
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| Q7.08 |
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| Q7.09 | Strain Gages |
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| Q7.10 | Hooke's Law, Change in Vessel Dimensions |
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| Q7.11 | Spherical Pressure Vessel, Stresses, Factor of Safety |
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| Q7.12 | Spherical Pressure Vessel, Strains |
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| Q7.13 |
Cylindrical Pressure Vessel, Stresses |
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| Q7.14 |
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| Q7.15 |
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| Q7.16 |
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| Q7.17 | Cylindrical Pressure Vessel, Strains |
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| Q7.18 | Welded Cylindrical Pressure Vessel |
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| Quiz 8 | |||
| Q8.01 |
Combined Loading on Beam (2 stress equations needed) |
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| Q8.02 |
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| Q8.03 |
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| Q8.04 |
Combined Loading on Rectangular
Post (2 stress equations needed) |
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| Q8.05 |
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| Q8.06 |
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| Q8.07 |
Combined Loading on Rectangular Post (3 stress equations needed) |
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| Q8.08 |
Combined Loading on Cylindrical Post (3 stress equations needed) |
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| Q8.09 |
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| Q8.10 |
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| Q8.11 | Combined Loading on
Pressurized Pipe (4 stress equations needed) |
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| Final Exam | |||
| FE.01 | Normal Stress, Bearing Stress |
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| FE.02 | Direct Shear Stress |
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| FE.03 | Normal Strain |
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| FE.04 | Shear Strain |
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| FE.05 | Young's Modulus |
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| FE.06 | Poisson's Ratio |
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| FE.07 | Statically-Indeterminate Axial Deformation with Temperature |
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| FE.08 | Logic (shear-stress & angle-of-twist limits) |
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| FE.09 | Gears, Torque |
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| FE.10 | Statically-Indeterminate Torsion |
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| FE.11 | Centroid |
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| FE.12 | Moment of Inertia |
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| FE.13 | Bending Stress |
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| FE.14 | Horizontal Shear Stress |
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| FE.15 | Fastener Spacing |
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| FE.16 | Statically-Indeterminate Beam Deflection |
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| FE.17 | Beam Deflection |
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| FE.18 |
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| FE.19 |
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| FE.20 | Stresses on Diagonal |
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| FE.21 | Principal Stresses |
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| FE.22 | Mohr's Circle |
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| FE.23 |
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| FE.24 | Maximum In-Plane Shear Strain |
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| FE.25 | Strain Sketches |
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| FE.26 | Strain Gages |
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| FE.27 | Spherical Pressure Vessel, Factor of Safety |
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| FE.28 | Cylindrical Pressure Vessel |
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| FE.29 |
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| FE.30 | Combined Loading |
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| FE.31 |
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