Structural analysis
CE 315 Moving load/project #2 Due date: 12/06/2020
The report of the project#2 must be submitted online as a single PDF file. The results of simulation using 3D demo RISA should be included. You can use screenshot option of windows to report the results. For each moving load/truck assume two-way route and report envelope for shear and moment for 42 cases (7 trucks moving on 6 bridges). In addition, report the maximum negative and positive moments and maximum shear for each structure (complete tables 2-4).
Moving load scenarios/trucks
Seven trucks are considered in this project. The load and spacing for the truck axles are given Table 1:
Table 1. Trucks axle configurations
Truck #
Axle#
1
2
3
4
5
6
7
8
9
10
11
12
13
1
W
13
18.6
18.6
16.6
16.6
16.6
S
17
4.24
32
5
5
2
W
18
19
19
19
19
19
19
19
19
19
19
19
19
S
14.4
4.5
4.5
16.3
5
5
85.3
5
5
16
5
5
3
W
20
22
22
28.75
28.75
26.25
26.25
26.25
26.25
S
14.5
5
14.5
5.75
39.83
5.75
12.58
5.75
4
W
12
20
20
19
19
S
19.58
4.1
38
4.58
5
W
12
17
17
17
17
S
17.5
4.5
36
4.5
6
W
18
18
18
18
S
17.8
4.5
4.5
7
W
20.5
20.5
23
23
23
S
5
15
4
4
W=Weight in Kips
S=Spacing in ft
Bridges
Six bridges are considered in this project.
Bridge #1
Bridge #2
Bridge #3
Bridge #4
Bridge #5
Bridge #6
Table 2. Maximum negative moment for the entire bridge (RISA Value)
Truck #
1
2
3
4
5
6
7
Bridge#
1
2
3
4
5
6
Table 3. Maximum positive moment for the entire bridge (RISA Value)
Truck #
1
2
3
4
5
6
7
Bridge#
1
2
3
4
5
6
Table 4. Maximum shear (positive or negative)
Truck #
1
2
3
4
5
6
7
Bridge#
1
2
3
4
5
6
2
75
100
505050
757575
100100100
Spacing
Axle weight 12345
50
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Project2.docx
Home>Engineering homework help>Civil Engineering homework help>structural analysis
CE 315 Moving load/project #2 Due date: 12/06/2020
The report of the project#2 must be submitted online as a single PDF file. The results of simulation using 3D demo RISA should be included. You can use screenshot option of windows to report the results. For each moving load/truck assume two-way route and report envelope for shear and moment for 42 cases (7 trucks moving on 6 bridges). In addition, report the maximum negative and positive moments and maximum shear for each structure (complete tables 2-4).
Moving load scenarios/trucks
Seven trucks are considered in this project. The load and spacing for the truck axles are given Table 1:
Table 1. Trucks axle configurations
Truck #
Axle#
1
2
3
4
5
6
7
8
9
10
11
12
13
1
W
13
18.6
18.6
16.6
16.6
16.6
S
17
4.24
32
5
5
2
W
18
19
19
19
19
19
19
19
19
19
19
19
19
S
14.4
4.5
4.5
16.3
5
5
85.3
5
5
16
5
5
3
W
20
22
22
28.75
28.75
26.25
26.25
26.25
26.25
S
14.5
5
14.5
5.75
39.83
5.75
12.58
5.75
4
W
12
20
20
19
19
S
19.58
4.1
38
4.58
5
W
12
17
17
17
17
S
17.5
4.5
36
4.5
6
W
18
18
18
18
S
17.8
4.5
4.5
7
W
20.5
20.5
23
23
23
S
5
15
4
4
W=Weight in Kips
S=Spacing in ft
Bridges
Six bridges are considered in this project.
Bridge #1
Bridge #2
Bridge #3
Bridge #4
Bridge #5
Bridge #6
Table 2. Maximum negative moment for the entire bridge (RISA Value)
Truck #
1
2
3
4
5
6
7
Bridge#
1
2
3
4
5
6
Table 3. Maximum positive moment for the entire bridge (RISA Value)
Truck #
1
2
3
4
5
6
7
Bridge#
1
2
3
4
5
6
Table 4. Maximum shear (positive or negative)
Truck #
1
2
3
4
5
6
7
Bridge#
1
2
3
4
5
6
2
75
100
505050
757575
100100100
Spacing
Axle weight 12345
50
Applied Sciences
Architecture and Design
Biology
Business & Finance
Chemistry
Computer Science
Geography
Geology
Education
Engineering
English
Environmental science
Spanish
Government
History
Human Resource Management
Information Systems
Law
Literature
Mathematics
Nursing
Physics
Political Science
Psychology
Reading
Science
Social Science
Home
Homework Answers
Blog
Archive
Tags
Reviews
Contact
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