17. From the given cross-section notes of an earthworks having an area of 33.1 m?, compute the value of x if it has aside slope of 2:1.Width of the roadway is 10m.9.87.4+2.4+1.2A. 2.54 mВ. 2.74mC. 2.64 mD. 2.44m18. From the given data, what is the volume with prismoidal correction?VE= 4096.25 m3: Ci =5m.; C2=7m.; Di= 44.5 m.; D2=58.25m.; L=20m.A. 4150.12 m3B. 4050.42.m3C. 4146.42 m3D. 4010.42 m319. A verticalsummit curve hasabackward tangent of+5% andaforwardtangent of-8%, what isthelocation of highest arlbwest point? Length of curveis equal to 60 m.A. 23.08mfrom P.C.B. 36.92m from P..C.C. 24.64 mfrom P.C.D. 30.64mfrom P.C.20. Anunsymmetricalparabolic summit curve AB hasa slope of +7%on the backtangent and-4%on the forward tangent. The length of the curve on the side of the back tangent is 60 m. and40 m. on the side of the forward tangent. How far is the highest point of the curve from B. Thevertical offset at the intersection of the tangents from the curve, H= 1.32 m.A 42.24 mВ. 24.24 mC. 34.24mD. 5424 m

Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

17. From the given cross-section notes of an earthworks having an area of 33.1 m?, compute the value of x if it has a side slope of 2:1. Width of the roadway is 10m. 9.8 7.4 +2.4 +1.2 A. 2.54 m B. 2.74m С. 2.64 m D. 2.44m 18. From the given data, what is the volume with prismoidal correction? VE = 4096.25 m³. Ci=5m.; C2=7m.; Di= 44.5 m.; D2=58.25 m.; L=20m. A. 4150.12 m3 B. 4050.42.m3 C. 4146.42m3 D. 4010.42 m³ 19. Averticalsummit curve has abackward tangent of+5% and aforward tangent of-8%, what is the location of highest arlowest point? Length of curveis equal to 60m. A. 23.08mfrom P.C. B. 36.92 mfrom P.C. C. 24.64mfrom P.C. D. 30.64mfrom P.C. 20. Anunsymmetricalparabolic summit curve AB hasa slope of +7%onthe backtangent and-4% on the forward tangent. The length of the curve on the side of the back tangent is 60 m. and 40 m. on the side of the forward tangent. How far is the highest point of the curve from B. The vertical offset at the intersection of the tangents from the curve, H= 1.32 m. A 42.24 m B. 24.24m C. 34.24m D. 5424 m Ol x

17. From the given cross-section notes of an earthworks having an area of 33.1 m?, compute the value of x if it has a side slope of 2:1. Width of the roadway is 10m. 9.8 7.4 +2.4 +1.2 A. 2.54 m B. 2.74m С. 2.64 m D. 2.44m 18. From the given data, what is the volume with prismoidal correction? VE = 4096.25 m³. Ci=5m.; C2=7m.; Di= 44.5 m.; D2=58.25 m.; L=20m. A. 4150.12 m3 B. 4050.42.m3 C. 4146.42m3 D. 4010.42 m³ 19. Averticalsummit curve has abackward tangent of+5% and aforward tangent of-8%, what is the location of highest arlowest point? Length of curveis equal to 60m. A. 23.08mfrom P.C. B. 36.92 mfrom P.C. C. 24.64mfrom P.C. D. 30.64mfrom P.C. 20. Anunsymmetricalparabolic summit curve AB hasa slope of +7%onthe backtangent and-4% on the forward tangent. The length of the curve on the side of the back tangent is 60 m. and 40 m. on the side of the forward tangent. How far is the highest point of the curve from B. The vertical offset at the intersection of the tangents from the curve, H= 1.32 m. A 42.24 m B. 24.24m C. 34.24m D. 5424 m Ol x

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

None
detailed solution pls.
Show complete solution
St. No. A B C D E F The table below is the page of a level field book. 1) Calculate the difference in level between point A and G. 2) If it is required to build a horizontal embankment along the line AG, so that the elevation of the embankment is higher than the original ground surface with 150cm at point A. Calculate the depth of fill at point D. let RL of A=30m (all the readings in meter) G BS 1.722 1.652 1.622 IS 1.365 1.929 1.723 FS 1.943 1.543 1.343 Dist.(m) 0 50 150 100 200 250 300 0.357m, 1.297 0.365m, 1.998 1.167m, 0.998 0.167m, 1.998 0.567m, 1.157m, 0.978m, 0.167
Q3). Calculate the cross section area of cut and fill for the followings: St. 1) h= 2m cut at center line, s left = 5, and s right = - 3 St. 2) h = 0.6m fill at center line, s left = 9, and s right=7 St. 3) h=0 at center line, s left =-6, and s right - 10. (bo= 10 m, n = 1 in cut, and n = 2 in fill) for all sections.
In the given 20.0 meter slab and inclined 10 owith the horizontal, the ends are resting on inclines of 35 degreesincline at B and 25 degrees at A, a semi-trailer truck is to pass through it with the wheel loads as shown. How Far (x, meters) shall be the front wheels located before motion impends, the angle of friction is 18 o for all areas of contact. If the weight of the slab is to be neglected. Use 3 Decimel Places
2. A 1.50 m diameter circular channel flowing at maximum velocity is to be replaced by a trapezoidal channel of the most efficient section with one side slope at 2V:3H and the other at 4V:3H. The two channels have the same longitudinal slopes of 0.010 and the same roughness coefficient, n = 0.030. Determine the dimensions of the trapezoidal channel using Manning's equation. need complete solution with illustrations
a triangular shaped channel is to be designed to carry 741 L/s on a slope of 0.0152. assuming that the channel is made of timber, n = 0.0178, and use manning's formula. what depth of water )in meters) over the vertex will be necessary to give a section with minimum perimeter (most efficient proportion)? Answer : 0.461
Determine the dimensions of a trapezoidal best section of an open channel whose sides have a slope of 4 horizontal to 6 vertical. The bed slope of the channel is I in 5000 and channel must discharge 100 m'/min of water. Assume N-0.012.