Remaining grades needed to earn an A = { 89.5 - [ 0.15(Quiz 1) + 0.15(Quiz
2) + 0.15(Quiz 3) + 0.15(Quiz 4) + 0.03(Robot lab) + 0.03(influence line lab)
+ 0.03(superposition lab) ] } / [ 0.15 + 0.16 ]
Remaining grades needed to earn a B = { 79.5 - [ 0.15(Quiz 1) + 0.15(Quiz
2) + 0.15(Quiz 3) + 0.15(Quiz 4) + 0.03(Robot lab) + 0.03(influence line lab)
+ 0.03(superposition lab) ] } / [ 0.15 + 0.16 ]
Remaining grades needed to earn a C = { 69.5 - [ 0.15(Quiz 1) + 0.15(Quiz
2) + 0.15(Quiz 3) + 0.15(Quiz 4) + 0.03(Robot lab) + 0.03(influence line lab)
+ 0.03(superposition lab) ] } / [ 0.15 + 0.16 ]
Chapter |
Problem |
Value |
Performance |
Topic |
Comparisons |
Resource Usage |
Quiz 1 |
1 |
Q1.01 |
2 |
77 |
material
loads |
- Statics Calculations
- New Topics with Calculations
- New Topics without Calculations
|
|
|
all |
missouri |
per
student |
per
student
& class period |
|
|
visits |
1232 |
376 |
14 |
1.7 |
|
|
unique visitors |
829 |
83 |
|
|
|
|
time on site |
197:18:58 |
159:42:44 |
5.9 hr |
44 min |
|
|
avg time on site |
00:09:37 |
00:25:29 |
|
|
|
|
avg time on page |
00:01:32 |
00:01:36 |
|
|
|
|
page views |
8959 |
6373 |
236 |
30 |
|
|
unique pageviews |
4733 |
3034 |
112 |
14 |
|
|
pages / visit |
7.27 |
16.95 |
|
|
|
|
|
|
|
08/18/2012-09/5/2012 |
|
|
27 students,
8 class periods |
|
|
Q1.02 |
2 |
96 |
Q1.03 |
2 |
58 |
Q1.04 |
2 |
100 |
Q1.05 |
1 |
92 |
structural
definitions |
Q1.06 |
1 |
88 |
Q1.07 |
1 |
81 |
Q1.08 |
1 |
81 |
Q1.09 |
1 |
88 |
Q1.10 |
2 |
96 |
tributary load flow
(floors, beams,
girders, columns) |
Q1.11 |
2 |
85 |
Q1.12 |
2 |
65 |
2 |
Q1.13 |
1 |
92 |
Q1.14 |
3 |
85 |
Q1.15 |
1 |
81 |
stability &
determinacy in
determinate
structures |
Q1.16 |
1 |
81 |
Q1.17 |
1 |
96 |
Q1.18 |
1 |
88 |
Q1.19 |
1 |
85 |
Q1.20 |
1 |
88 |
Q1.21 |
3 |
73 |
statics in
determinate
structures |
Q1.22 |
3 |
77 |
Q1.23 |
3 |
81 |
Q1.24 |
4 |
81 |
Q1.25 |
4 |
73 |
Q1.26 |
4 |
73 |
Q1.27 |
4 |
73 |
Q1.28 |
4 |
92 |
Q1.29 |
4 |
69 |
Q1.30 |
4 |
65 |
3 |
Q1.31 |
1 |
31 |
stability &
determinacy in
trusses,
truss
definitions |
Q1.32 |
1 |
62 |
Q1.33 |
1 |
85 |
Q1.34 |
1 |
85 |
Q1.35 |
1 |
62 |
Q1.36 |
1 |
46 |
Q1.37 |
4 |
85 |
statics in
trusses |
Q1.38 |
4 |
65 |
Q1.39 |
4 |
85 |
Q1.40 |
4 |
42 |
Q1.41 |
4 |
42 |
Q1.42 |
4 |
88 |
Q1.43 |
4 |
38 |
Quiz 2 |
4 |
Q2.01 |
2 |
100 |
ground reactions |
|
|
Chapter 4
Averages |
|
Chapter 6
Averages |
|
|
F12 |
F13 |
|
F12 |
F13 |
all questions |
|
77 |
77 |
|
73 |
71 |
concepts |
|
79 |
80 |
|
80 |
81 |
calculations |
|
74 |
72 |
|
68 |
63 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
significant improvements
-
no moment at internal pins
-
statically determinate vs
indeterminate influence lines
-
usage of influence lines
|
|
|
|
all |
missouri |
per
student |
per
student
& class period |
|
|
visits |
1883 |
506 |
19 |
2.4 |
|
|
unique visitors |
1241 |
103 |
|
|
|
|
time on site |
267:31:48 |
188:55:23 |
7.3 hr |
54 min |
|
|
avg time on site |
00:08:45 |
00:22:24 |
|
|
|
|
avg time on page |
00:01:33 |
00:01:52 |
|
|
|
|
page views |
12143 |
6609 |
254 |
32 |
|
|
unique pageviews |
6359 |
3160 |
122 |
15 |
|
|
pages / visit |
6.62 |
13.06 |
|
|
|
|
|
|
|
09/06/2012-09/26/2012 |
|
|
26 students,
8 class periods |
|
|
Q2.02 |
2 |
96 |
Q2.03 |
2 |
92 |
Q2.04 |
3 |
88 |
V&M at specific
points in beam |
Q2.05 |
4 |
88 |
Q2.06 |
7 |
42 |
moment equation in beam |
Q2.07 |
7 |
85 |
maximum moment in beam |
Q2.08 |
2 |
73 |
V&M concepts |
Q2.09 |
2 |
73 |
Q2.10 |
2 |
62 |
Q2.11 |
2 |
62 |
Q2.12 |
7 |
58 |
maximum moment in frame |
6 |
Q2.13 |
2 |
73 |
influence line concepts |
Q2.14 |
2 |
85 |
Q2.15 |
2 |
81 |
Q2.16 |
2 |
81 |
Q2.17 |
2 |
85 |
Q2.18 |
2 |
81 |
Q2.19 |
2 |
85 |
Q2.20 |
7 |
65 |
influence line for ground
reaction on beam |
Q2.21 |
3 |
62 |
influence line for internal
force or moment in beam |
Q2.22 |
4 |
77 |
Q2.23 |
2 |
77 |
using influence lines |
Q2.24 |
7 |
81 |
Q2.25 |
2 |
54 |
influence line for girder
with floor panels |
Q2.26 |
3 |
50 |
Q2.27 |
2 |
73 |
Q2.28 |
2 |
54 |
influence line for truss |
Q2.29 |
3 |
50 |
Q2.30 |
2 |
58 |
Q2.31 |
7 |
73 |
influence line for vehicles |
Quiz 3 |
8 |
Q3.01 |
2 |
48 |
deflection
using
integration |
77% Chapter 8
54% Chapter 9
72% concepts
62% calculations
|
|
|
all |
missouri |
per
student |
per
student
& class period |
|
|
visits |
1921 |
492 |
62 |
2.7 |
|
|
unique visitors |
1333 |
107 |
|
|
|
|
time on site |
210:03:48 |
147:57:38 |
18.5 hr |
48 min |
|
|
avg time on site |
00:06:34 |
00:18:03 |
|
|
|
|
avg time on page |
00:01:33 |
00:01:48 |
|
|
|
|
page views |
10019 |
5417 |
677 |
29 |
|
|
unique pageviews |
5451 |
2628 |
329 |
14 |
|
|
pages / visit |
5.22 |
11.01 |
|
|
|
|
|
|
|
09/27/2012-10/17/2012 |
|
|
23 students, 8 class periods |
|
|
Q3.02 |
2 |
57 |
Q3.03 |
2 |
87 |
Q3.04 |
2 |
61 |
Q3.05 |
9 |
91 |
Q3.06 |
9 |
91 |
Q3.07 |
2 |
100 |
deflection
using
conjugate beams |
Q3.08 |
2 |
61 |
Q3.09 |
2 |
52 |
Q3.10 |
2 |
61 |
Q3.11 |
2 |
74 |
Q3.12 |
2 |
83 |
Q3.13 |
9 |
65 |
9 |
Q3.14 |
2 |
91 |
deflection
using
virtual work |
Q3.15 |
2 |
87 |
Q3.16 |
2 |
65 |
Q3.17 |
2 |
83 |
Q3.18 |
9 |
52 |
Q3.19 |
9 |
52 |
Q3.20 |
9 |
65 |
Q3.21 |
9 |
26 |
Q3.22 |
9 |
52 |
Quiz 4 |
10 |
Q4.01 |
2.5 |
100 |
indeterminate
structures
by force
method |
|
|
|
all |
missouri |
per
student |
per
student
& class period |
|
|
visits |
2087 |
498 |
21 |
2.6 |
|
|
unique visitors |
1439 |
114 |
|
|
|
|
time on site |
202:22:59 |
141:08:32 |
5.9 hr |
44 min |
|
|
avg time on site |
00:05:49 |
00:17:00 |
|
|
|
|
avg time on page |
00:01:23 |
00:01:43 |
|
|
|
|
page views |
10902 |
5421 |
226 |
28 |
|
|
unique pageviews |
6213 |
2768 |
115 |
14 |
|
|
pages / visit |
5.22 |
10.89 |
|
|
|
|
|
|
|
10/18/2012-11/07/2012 |
|
|
24 students, 8 class periods |
|
|
Q4.02 |
2.5 |
96 |
Q4.03 |
4 |
91 |
Q4.04 |
7.5 |
91 |
Q4.05 |
4 |
91 |
Q4.06 |
10 |
43 |
Q4.07 |
10 |
43 |
Q4.08 |
10 |
57 |
11 |
Q4.09 |
3 |
78 |
indeterminate
structures by
slope-deflection
method |
Q4.10 |
3 |
96 |
Q4.11 |
3 |
61 |
Q4.12 |
4.5 |
100 |
Q4.13 |
4.5 |
96 |
Q4.14 |
4.5 |
96 |
Q4.15 |
4.5 |
87 |
Q4.16 |
4.5 |
87 |
Q4.17 |
4.5 |
83 |
Q4.18 |
4.5 |
78 |
Q4.19 |
4.5 |
91 |
Q4.20 |
4.5 |
83 |
Quiz 5 |
12 |
Q5.01 |
1 |
87 |
indeterminate
structures by
moment-
distribution
method |
|
|
|
all |
missouri |
per
student |
per
student
& class period |
|
|
visits |
2770 |
387 |
16 |
2.0 |
|
|
unique visitors |
2173 |
102 |
|
|
|
|
time on site |
189:48:28 |
110:32:24 |
4.6 |
35 min |
|
|
avg time on site |
00:04:07 |
00:17:08 |
|
|
|
|
avg time on page |
00:01:13 |
00:01:25 |
|
|
|
|
page views |
12140 |
5066 |
211 |
26 |
|
|
unique pageviews |
6818 |
2358 |
98 |
12 |
|
|
pages / visit |
4.38 |
13.09 |
|
|
|
|
|
|
|
11/08/2012-12/05/2012 |
|
|
24 students, 8 class periods |
|
|
Q5.02 |
1 |
91 |
Q5.03 |
1 |
78 |
Q5.04 |
1 |
22 |
Q5.05 |
1 |
100 |
Q5.06 |
1 |
100 |
Q5.07 |
1 |
96 |
Q5.08 |
3 |
96 |
Q5.09 |
3 |
100 |
Q5.10 |
3 |
100 |
Q5.11 |
3 |
100 |
Q5.12 |
3 |
100 |
Q5.13 |
3 |
100 |
Q5.14 |
3 |
96 |
Q5.15 |
3 |
96 |
Q5.16 |
3 |
87 |
Q5.17 |
3 |
87 |
Q5.18 |
3 |
87 |
Q5.19 |
3 |
100 |
Q5.20 |
3 |
91 |
Q5.21 |
3 |
96 |
Q5.22 |
3 |
100 |
Q5.23 |
3 |
96 |
Q5.24 |
3 |
87 |
Q5.25 |
3 |
96 |
Q5.26 |
3 |
91 |
Q5.27 |
3 |
87 |
5 |
Q5.28 |
1 |
48 |
cables and
arches |
Q5.29 |
1 |
57 |
Q5.30 |
1 |
70 |
Q5.31 |
1 |
78 |
Q5.32 |
1 |
65 |
Q5.33 |
1 |
65 |
Q5.34 |
4.5 |
78 |
Q5.35 |
4.5 |
100 |
Q5.36 |
4.5 |
91 |
Q5.37 |
4.5 |
100 |
Q5.38 |
4.5 |
100 |
Q5.39 |
4.5 |
87 |