Fall 2011 Section 1A Grades

 
Class
Grade		 Quiz
1		 Quiz
2		 Quiz
3		 Quiz
4		 Quiz
5		 Final
Exam
Average
resource
usage per
student per
class period		 Time on site (min.) 40 43 42 54 58 7.8 hr
Site visits 2 3 2 3 3 14
Unique pageviews 15 17 13 16 18 204
Scores High 99 100 (5) 100 100 (2) 109 100 (5) 96
Average 86 89 83 75 75 83 78
Low 63 66 53 24 24 26 48
Curve       8 9    
Number of
scores in a
particular
range		 100-90 17 26 16 11 8 21 4
89-80 15 9 8 7 12 13 17
79-70 6 5 11 8 6 1 11
69-60 4 3 6 11 5 1 5
59-50     1 2 4 4 3
49-40       1 5 1 2
39-30       2 1 1  
29-20       1 1 1  
19-10              
9-0              

Class web site usage data provided by Google Analytics

all missouri per
student		 per student
& class period

8/22/2011-12/12/2011
43 students
45 50-min. class periods
logs: pages, locations
visits 6178 4674 109 2.4
unique visitors 1763 583    
time on site 1739:50:07 1658:09:03 38.6 hr 51 min.
avg time on site 00:16:54 00:21:17    
avg time on page 00:01:27 00:01:30    
page views 77848 71187 1656 37
unique pageviews 39000 34855 811 18
pages / visit 12.60 15.23    

Chapter Problem Value Performance Topic Site Usage

Quiz 1: Chapters 1-2
1 Q1.01 3 91 dead load
all missouri per
student		 per student
& class period
visits 491 414 10 1.9
unique visitors 168 109  
time on site 149:03:48 145:02:38 3.4 hr 40 min
avg time on site 00:18:13 00:21:01  
avg time on page 00:01:23 00:01:25  
page views 6955 6569 153 31
unique pageviews 3367 3147 73 15
pages / visit 14.16 15.87  
 
08/22/2011-08/31/2011
43 students, 5 class periods
logs: pages, locations
Q1.02 3 93
Q1.03 3 84 dead & live loads
Q1.04 3 98 dead load
Q1.05 1.4 77
2 Q1.06 1.4 88 support connections
Q1.07 1.4 98
1 Q1.08 1.4 65 structural elements
2 Q1.09 1.4 91 determinacy
1 Q1.10 3 95 column loads
Q1.11 3 88
Q1.12 3 70 snow load
2 Q1.13 2 98 one/two-way systems
Q1.14 5 91
Q1.15 2 70 stability
Q1.16 2 65
Q1.17 2 88
Q1.18 2 86
Q1.19 2 93 determinacy
Q1.20 2 91
Q1.21 2 93
Q1.22 2 88 deg. of indeterminacy
Q1.23 2 86
Q1.24 2 81
Q1.25 5 100 equilibrium equations
Q1.26 5 100
Q1.27 5 98
Q1.28 5 84
Q1.29 5 91
Q1.30 5 86
Q1.31 5 93
Q1.32 5 91
Q1.33 5 93
Quiz 2: Chapters 3-4
3 Q2.01 2 88 stability & determinacy  
all missouri per
student		 per student
& class period
visits 958 745 17 2.5
unique visitors 331 164    
time on site 224:51:48 215:50:08 5.0 hr 43 min
avg time on site 00:14:05 00:17:28    
avg time on page 00:01:22 00:01:24    
page views 10842 10093 235 34
unique pageviews 5513 5051 117 17
pages / visit 11.32 13.55    
 
09/01/2011-09/21/2011
43 students, 7 class periods
logs: pages, locations
Q2.02 2 90
Q2.03 2 98
Q2.04 2 74 truss classification
Q2.05 2 71
Q2.06 2 57 zero-force members
Q2.07 3.75 83 truss ground reactions
Q2.08 3.75 79
Q2.09 3.75 95 method of joints
Q2.10 3.75 95
Q2.11 3.75 83
Q2.12 3.75 81
Q2.13 3.75 76 method of sections
Q2.14 3.75 69
Q2.15 3.75 69
4 Q2.16 3.75 100 beam ground reactions
Q2.17 3.75 100
Q2.18 3.75 95
Q2.19 3.75 98 V&M at specific location
Q2.20 3.75 90
Q2.21 3.75 98 V&M equations
Q2.22 5 40
Q2.23 3.75 71 V&M diagrams
Q2.24 2 83
Q2.25 2 81
Q2.26 2 76
Q2.27 2 71
Q2.28 2 90
Q2.29 2 60
Q2.30 5 90
Q2.31 6 90 V&M in frames
Quiz 3
6 Q3.01 2 88 influence
line		 definition  
all missouri per
student		 per student
& class period
visits 1387 1029 24 2.2
unique visitors 500 199    
time on site 349:49:56 327:11:03 7.6 hr 42 min
avg time on site 00:15:08 00:19:05    
avg time on page 00:01:36 00:01:39    
page views 14568 12894 300 27
unique pageviews 7384 6376 148 13
pages / visit 10.50 12.53    
 
09/22/2011-10/19/2011
43 students, 11 class periods
logs: pages, locations
Q3.02 2 93
Q3.03 2 72
Q3.04 2 53 Muller-Breslau
Q3.05 2 81
Q3.06 2 88
Q3.07 2 63
Q3.08 4 93 equation
Q3.09 4 81 graph
Q3.10 4 63
Q3.11 4 72
Q3.12 2 63 loads
Q3.13 4 63
Q3.14 8 47 girder
Q3.15 8 49 truss
Q3.16 4 72 vehicle
8 Q3.17 2 37 deflection deformed shape
Q3.18 2 74 assumptions
Q3.19 2 77 integration BCs
Q3.20 2 70
Q3.21 8 72 equation
Q3.22 8 91 value @ point
Q3.23 2 86 conjugate
beam		 definition, 
diagrams
Q3.24 2 63
Q3.25 2 74
Q3.26 2 74
Q3.27 2 77
Q2.28 2 49
Q3.29 8 40 value @ point
Quiz 4
9 Q4.01 3 95 energy & virtual work concepts  
all missouri per
student		 per student
& class period
visits 1236 951 22 2.8
unique visitors 407 178    
time on site 328:41:34 309:43:41 7.2 hr 54 min
avg time on site 00:15:57 00:19:32    
avg time on page 00:01:47 00:01:53    
page views 12250 10809 251 31
unique pageviews 6294 5419 126 16
pages / visit 9.91 11.37    
 
10/20/2011-11/9/2011
43 students, 8 class periods
logs: pages, locations
Q4.02 3 95
Q4.03 3 78
Q4.04 3 107
10 Q4.05 3 90 indeterminate structures
Q4.06 3 107
9 Q4.07 10 73 method of joints,
truss deflection
(virtual work, load)		 calculations
Q4.08 10 59
Q4.09 6 102 truss deflection
(virtual work, temperature)
Q4.10 6 107 truss deflection
(virtual work, fabrication error)
Q4.11 10 57 beam/frame deflection
(virtual work)
10 Q4.12 10 99 indeterminate beam
(superposition,
virtual work, or
conjugate beam)
Q4.13 10 61
Q4.14 10 49 indeterminate frame
(virtual work)
Q4.15 10 52 indeterminate truss
(virtual work)
Quiz 5
11 Q5.01 1 85 definitions concepts
all missouri per
student		 per student
& class period
visits 1426 967 22 2.8
unique visitors 629 262    
time on site 355:56:29 333:00:18 7.7 hr 58 min
avg time on site 00:14:59 00:20:40    
avg time on page 00: 00:    
page views 15397 13416 312 39
unique pageviews 7601 6287 146 18
pages / visit 10.80 13.87    
 
11/10/2011-12/7/2011
43 students, 8 class periods
logs: pages, locations
Q5.02 1 93
Q5.03 1 83
11 & 12 Q5.04 3.6 93 fixed-end moments calculations
Q5.05 3.6 95
Q5.06 3.6 88
11 Q5.07 3.6 88 slope-deflection equations
Q5.08 3.6 90
Q5.09 3.6 85
Q5.10 3.6 83
Q5.11 3.6 83 using equilibrium to solve
slope-deflection equations 
Q5.12 3.6 88
Q5.13 3.6 88
Q5.14 3.6 83
11 & 12 Q5.15 1 61 sidesway concepts
12 Q5.16 3.6 66 distribution factors calculations
Q5.17 3.6 83
Q5.18 3.6 83
Q5.19 3.6 56
Q5.20 3.6 88 using distribution 
factors and carry-overs
Q5.21 3.6 88
Q5.22 3.6 88
5 Q5.23 3.6 73 cable with concentrated loads
Q5.24 3.6 87 cable with uniform distributed load
Q5.25 3.6 82 three-hinge arch
Q5.26 3.6 97
Q5.27 3.6 95
12 Q5.28 1 88 definitions concepts
Q5.29 1 68
Q5.30 1 75
Q5.31 1 40
Q5.32 1 93
Q5.33 1 90
Q5.34 1 90
 5 Q5.35 1 88 definitions 
Q5.36 1 70
Q5.37 1 98
Q5.38 1 70
Q5.39 1 70
 Q5.40 1  63

Final Exam
  FE.01 3.7 100 dead load

all missouri per
student		 per student
& class period
visits 680 568 14 13.5
unique visitors 222 126    
time on site 331:27:13 326:22:00 7.8 hr 7.8 hr
avg time on site 00:29:15 00:34:29    
avg time on page 00:1:10 00:1:10    
page views 17836 17406 414 414
unique pageviews 8841 8575 204 204
pages / visit 26.23 30.64    
 
12/08/2011-12/12/2011
42 students, 1 class periods
logs: pages, locations

  FE.02 3.7 86 dead + live load
  FE.03 1.5 90 one/two-way systems
  FE.04 3.7 88
  FE.05 1.5 83 determinacy
  FE.06 1.5 88 deg. of indeterminacy
  FE.07 3.7 88 beam equilibrium
  FE.08 3.7 90
  FE.09 3.7 95 truss equilibrium
(method of joints or sections)
  FE.10 3.7 71
  FE.11 1.5 71
  FE.12 3.7 33 beam shear force & bending moment
  FE.13 1.5 79
  FE.14 3.7 69 influence-line
  FE.15 3.7 69
  FE.16 1.5 81
  FE.17 3.7 93
  FE.18 1.5 71 maximum live/dead loads for beam
  FE.19 3.7 62
  FE.20 1.5 64 conjugate beam
  FE.21 1.5 76
  FE.22 1.5 73
  FE.23 3.7 45 virtual work
(truss deflection)
  FE.24 3.7 39 virtual work
(indeterminate frame equilibrium)
  FE.25 1.5 85
  FE.26 3.7 95 slope-deflection
  FE.27 3.7 78
  FE.28 1.5 98 moment distribution
  FE.29 1.5 83
  FE.30 3.7 66
  FE.31 3.7 83
  FE.32 3.7 88
  FE.33 3.7 80
  FE.34 1.5 95 arches & cables
  FE.35 1.5 74
  FE.36 3.5 88