proposed fill top width = 50 ft. side slope = 2.5:1 - existing ground side slope = 1:1. height at sta. 55+00 = 5.8 ft. height at sta. 54+00 = 5.3 ft. Typical Levee Cross Section -What is the volume of fill between sation 54+00 and 55+00? -What is the slope of the top of the levee from station 54+00 to 55+00?

proposed fill top width = 50 ft. side slope = 2.5:1 - existing ground side slope = 1:1. height at sta. 55+00 = 5.8 ft. height at sta. 54+00 = 5.3 ft. Typical Levee Cross Section -What is the volume of fill between sation 54+00 and 55+00? -What is the slope of the top of the levee from station 54+00 to 55+00?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Sta R Bases 23+00 F X1 C 5.8 Base for cut = 50 ft 21.6 X2 Base for fill = 30 ft 22+00 C 4.9 C 9.0 s = 2:1 25.0 43.0 21+00 F 2.5 C 4.3 20.0 33.6 20+50 F 5.1 C 2.1 25.2 29.2 What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] O 23.1 34.7 38.6 O 46.3 48.2 O O
Given:At sta 14 + 200X/-1.84 0/-1.22 X/-0.42At sta 14 + 300X/1.098 0/+3.05 X/+0.5Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:11. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method.
A series levelling had been down along the centre line of the proposed road the distance between each two points (100m). If the elevation of the points A, E and H after completing the project should be 31m, 30m, and 31.5m respectively and these three points connected with straight lines having uniform gradient. Calculate the depth of * .cut and fill for the points C and G St. No. BS IS FS Remark A 1.25 B 2.18 C 1.78 1.93 D 1.91 1.27 E 1.86 B.M=30.09 F 1.61 G 1.43 H 2.7 -1.96m, -0.88m -1.63m, -1.45m 0.54m, -1.37m -0.97m, -0.48m -1.73m, -1.92m -0.57m, 0.48m
1. Given the following cross-section notes of an earthwork on a rolling terrain Sta 5+-000 +10 +5 +3 31 13.5 Sta 5+-020 +14 +7 +4.5 41 17.25 The width of the road is 12 m and the slide slope is 2.5:1 a. Compute the volume using end area with prismoidal correction.
Q1) An irrigation ditch is with width of 5 m and side slopes 2 to 1. Giving distance from center line and cut heights for stations 52+00 and 63+30 are as below: C 0.8/4.2, C 1.0/0, C 1.2/5.1 and C 1.0/4.7, C 1.2/0, C 1.3/5.1 Draw the cross sections and compute the volumes by average end area method.
At sta 14 + 200X/-184 0/-1.22 X/-0.42At sta 14 + 300X/1.098 0/+3.05 X/+0.5Base for cut = 9m sideslopes = 1:1Base for fill = 8m sideslopes = 1.5:11. Compute the area of sta 14 + 2002. Compute the area of sta 14 + 3003. Determine the difference in volume of cut and fill using end area method.
A series levelling had been down along the centre line of the proposed road the distance between each two points (100m). If the elevation of the points A, E and H after completing the project should be 31m, 30m, and 31.5m respectively and these three points connected with straight lines having uniform gradient. Calculate the depth of cut and fill for the points C and G. * St. No. BS IS FS Remark A 1.25 2.18 C 1.78 1.93 D 1.91 1.27 E 1.86 В.М-30.09 1.61 1.43 2.7
At station 95 + 220, the center height of the road is 4.5 m. cut, while at station 95 + 300, it is 2.6 m. fill. The ground between station 95 + 220 to the other station has a uniform slope of - 6%. O What is the grade of the road? 2 How far in meters, from station 95 + 300 toward station 95 + 220 wil the filing extend? 3 At what station will the filling extend.
Prob. 4. From station 0+200 with center height of 2.8 m. fill, the ground line makes a horizontal slope to station 0+260 whose center height is 1.4 m. cut. At station 0+200 has a level section, with roadway of 10 m. and side slope of 1.5 :1 for both cut and fill. Compute whether there is a waste or borrow and by how much. Shrinkage factor is 1.15. Sta 0 + 260 dL 0.00 dR 3.50 1.40 5.6 ERS
A series levelling had been down along the centre line of the proposed road the distance between each two points (100m). If the elevation of the points A, E and H after completing the project should be 31m, 30m, and 31.5m respectively and these three points connected with straight lines having uniform gradient. Calculate the depth of cut and fill for the points C and G. St. No. BS IS FS Remark A 1.25 2.18 1.78 1.93 D 1.91 1.27 E 1.86 В.М-30.09 F 1.61 G 1.43 H 2.7
Q3/The following not refer to three-level section Station Left Center 1 +0.95/5.25 +1.00/0 Right +2.55/7.50 +2.80/8.10 2 +1.35/4.75 +1.50/0 The width of cuting at formantion level is 9 m and the sid slope is 1:1 the station are 50m a part calculat the volume ?
Given the following sections: Station 2+ 020 a o b +3.15 2.65 2.5 Station 2 + 080 co d -2.5 -3.65 2.5 Base for cut = 12 m, Sideslope for cut = 1.5:1 Base for fill = 12 m, Sideslope for fill = 2:1 %3D