Civil Engineering homework help

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’
50’50’50’
75’75’75’
100’100’100’
Spacing
Axle weight 12345
50’

“Our Prices Start at $11.99. As Our First Client, Use Coupon Code GET15 to claim 15% Discount This Month!!”

The post Civil Engineering homework help appeared first on nursing writers.

"Looking for a Similar yet Original Assignment? Order now and Get a Discount!