Fall 2010 Section 1A Grades

 
Class
Grade		 Quiz
1		 Quiz
2		 Quiz
3		 Quiz
4		 Quiz
5		 Final
Exam
High 100 100 (9) 100 (7) 113 (2) 105 (4) 100 (11) 95 (2)
Average 86 90 87 75 75 86 76
Low 64 45 26 19 12 48 51
Curve       13      
100-90 17 32 24 15 14 19 6
89-80 15 6 10 2 4 10 7
79-70 11 3 6 3 5 4 16
69-60 1 2 1 8 13 3 8
59-50   1 1 7 4 2 4
49-40   1   5 2 1  
39-30       1 1    
29-20     1        
19-10       1 1    
9-0              

 

Semester Grades

 

Quiz 1

   Quiz 2   Quiz 3
Chapter Problem Score Topic Chapter Problem Score Topic Chapter Problem Score Topic
1 Q1.01 80 dead load 3 Q2.01 84 stability & determinacy 6 Q3.01 81 influence-line sketch for beam
Q1.02 96 Q2.02 88 Q3.02 86 influence-line equation for beam
Q1.03 91 live load Q2.03 79 truss classification Q3.03 71 maximum live/dead loads for beam
Q1.04 96 Q2.04 70 Q3.04 63 influence-line sketch for girder
Q1.05 89 Q2.05 88 zero-force members Q3.05 61 influence-line sketch for truss
Q1.06 100 snow load Q2.06 88 Q3.06 85 maximum vehicle loads for beam
2 Q1.07 84 one/two-way Q2.07 84 8 Q3.07 77 elastic curve
Q1.08 87 Q2.08 88 Q3.08 86 conjugate-beam sketch
Q1.09 78 stability Q2.09 81 truss ground reactions Q3.09 69 deflection using conjugate-beam
Q1.10 73 Q2.10 86  
Q1.11 84 Q2.11 95 method of joints
Q1.12 84 Q2.12 95
Q1.13 91 determinacy Q2.13 77
Q1.14 87 Q2.14 79
Q1.15 96 Q2.15 79 method of sections
Q1.16 91 deg. of indeterminacy Q2.16 79
Q1.17 93 Q2.17 74
Q1.18 91 4 Q2.18 98 beam ground reactions
Q1.19 100 equilibrium equations Q2.19 98
Q1.20 98 Q2.20 88
Q1.21 98 Q2.21 98 V&M at specific location
Q1.22 78 Q2.22 95
Q1.23 84 Q2.23 74 V&M equations
Q1.24 80 Q2.24 81
Q1.25 93 Q2.25 100 V&M diagrams
Q1.26 98 Q2.26 91
Q1.27 93 Q2.27 86 V&M in frames

Quiz 4   Quiz 5   Final Exam
Chapter Problem Score Topic Chapter Problem Score Topic Chapter Problem Score Topic
9 Q4.01 77 method of joints,
truss deflection
(virtual work, load)		 11 Q5.01 92 nodal deflections
and slopes		 dead load FE.01 95  
Q4.02 81 Q5.02 82 live load FE.02 86  
Q4.03 97 truss deflection
(virtual work, temperature)		 Q5.03 87 determinacy FE.03 95  
Q4.04 98 truss deflection
(virtual work, fabrication error)		 11 & 12 Q5.04 97 fixed-end moments deg. of indeterminacy FE.04 75  
Q4.05 60 beam/frame deflection
(virtual work)		 Q5.05 100 equilibrium FE.05 100  
10 Q4.06 82 indeterminate beam
(superposition,
virtual work, or
conjugate beam)		 Q5.06 97 FE.06 100  
Q4.07 59 11 Q5.07 82 slope-deflection
equations		 truss - method
of joints or
sections		 FE.07 98  
Q4.08 55 indeterminate frame
(virtual work)		 Q5.08 92 FE.08 86  
Q4.09 51 indeterminate truss
(virtual work)		 Q5.09 85 beam V&M FE.09 89  
  Q5.10 85 FE.10 82  
Q5.11 82 using equilibrium
to solve
slope-deflection
equations 		 influence-line FE.11 50  
Q5.12 90 FE.12 59  
Q5.13 95 maximum live/dead
loads for beam		 FE.13 61  
Q5.14 87 beam deflection - 
conjugate beam		 FE.14 27  
11 & 12 Q5.15 79 sidesway/
non-sidesway		 truss deflection -
virtual work		 FE.15 52  
12 Q5.16 74 distribution factors indeterminate frame -
virtual work		 FE.16 39  
Q5.17 79 slope-deflection
equations		 FE.17 84  
Q5.18 79 distribution factors FE.18 66  
Q5.19 67 using distribution
factors and
carry-overs		 FE.19 84  
Q5.20 90 using distribution
factors and
carry-overs		 FE.20 89  
Q5.21 87 FE.21 91  
Q5.22 87 cable with
concentrated loads		 FE.22 80  
5 Q5.23 82 cable with
concentrated loads		  
Q5.24 87 cable with uniform
distributed load
Q5.25 67 three-hinge
arch
Q5.26 97
Q5.27 92