Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- I need a quick solution within 15 minutes With my best wishesTonarrow_forwardPlease find footing by C/C method , full detail please note/all dim in mmarrow_forward17. 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 В. 2.74m C. 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=58.25m.; L=20m. A. 4150.12 m3 B. 4050.42.m3 C. 4146.42 m3 D. 4010.42 m3 19. A verticalsummit curve hasabackward tangent of+5% andaforwardtangent of-8%, what isthe location 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. 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=…arrow_forward
- Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope 28.8 23.2 32.0 Sta. None of these. 28.0 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20arrow_forwardSITUATION VIII. Given the following cross section notes of an earthwork on an 8m roadway. 6.7 4.75 1.8 1.4 0.5 Figure: (-6.7,1.8) (0,1.4) (4.75,0.5 (-4,0) (4,0) What is the area of Cross section? a. 12.771 m b. 13.447m c. 14.254 m d. 12.615 marrow_forwardGiven the following data of the cross-section of an earthworks with a base of 10m. a. Compute the area of station 2+120 b. Compute the area of station 2+150 c. Compute the volume between stations using end area methodarrow_forward
- 12 water flows fromastovage reservoirinta Channel which is (20 ft) wide, the channel rectangular Section and (4ft) below the surface of storage. Calculate the maximum discharge and minimum slope required ( Assume smooth Cement lining of = 0,01 and neglect entrance (asses)?arrow_forward5. Determine the internal loads at point D & E 4 11 星91年79 tral 2 2 AL N B 一直 E - 20 75 16/ft G 30° 150 16arrow_forwardMethods of Sectionarrow_forward
- Prob. 5. Given the following section, determine the volume whether there is waste or borrow and by how much considering a shrinkage factor 1.15. Use End area method. Base for fill = 8.00 m. Base for cut = 9.00 m. Sta 1+020 5.48 0.00 0.98 3.05 Sta 1+080 6.76 0.00 4.63 -1.84 -1.22 -0.42 5.00 0.50arrow_forward---DETERMINE THE VALUES OF “a” AND “b” THEN FINISH THE PROBLEM. --- Determine the area of the cross-section --- The volume of excavation and fill using end-area methodarrow_forwardComplete solution and illustrationarrow_forward
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