PLEASE SHOW THE DETAILED SOLUTION. THANK YOU 5. A team of Civil Engineering Students performed a reciprocal leveling along the edge of a dam. The following data were recorded. Refer to thefigure below. Determine the elevation of point B if the elevation of point A is dce.fge M.Note: substitute the letters with the corresponding number of your ID NO.Example:ID NO2247adefElev A = 435.675 M3.1221.5811.9131.5550.705.5091.7322.5601.6571.3021.5840.044

Answered: Image /qna-images/answer/fa2ed1f3-a78d-4370-9e7a-080be107b0e9.jpg

Answered: 5. A team of Civil Engineering Students…

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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1) Complete the missing data and determine the difference in elevation of BM1 and BM2. Show complete solution. STA BS HI FS ELEV (m) BM1 1.097 504.233 TP1 1.661 1.998 ТР2 1.012 2.015 ТРЗ 1.905 2.396 BM2 2.761
3. A dumpy level with an internal focusing telescope was set up on the left bank of the river and the rod readings tabulated below were taken on a stadia rod held SUccessively at the left and right water edges. If the stadia interval factor is 100, determine the width of the river. HAIR READINGS UPPER MIDDLE LOWER ROD held at LWE 2.189 2.172 2.156 ROD held at RWE 2.277 2.173 2.069
An engineer's level with stadia constant of 0.30-m was set up on the line between A and B, the following crosshair readings were observed. If the stadia interval factor of the level is 100, determine the length of line AB. * HAIR READINGS ROD FOSINON UFFER MIDDLE LOWER A 1.330 1.972 1.175 1.854 1.020 1.736 50.20m 51.20m 52.20m 52.21m 53.20m O 54.20m O 55.20m
• Numerical problems 3: Ql//calculate the horizontal length of the line measured as follows: Difference in level between end of bay (m) Inclined Вay length(m) 1. 29.634 1.78 2 29.443 0.98. 29.556 0.54 Q2//calculate the H.D of (AB, BC, AC) then calculate the area of ABC. AHAB-10m Ah Ac = 10 95m 75m CL 80m R.L=25 Q3//calculate H.D for fig. 20 120m 6% (s = 200m) 150m A 20 D
Situation 01. In a survey within the catchment area of a lake, Thiessen polygons were established by setting up a transit at Point Z, which is the inner portion of a four-sided lake MNOP. The readings are as follow: BEARING N 40°30' W N 38° E S 70° E | S 60° 15' W | 695.10km RAINFALL, ft DISTANCE 420.35km LINE ZM 0.211 ZN 530.15km 0.26 zo 480.75km 0.239 ZP If the rainfall from the area of bounded by ZMP is the Arithmetic Mean of the other rainfalls, compute the average precipitation (in cm) by Thiessen Polygon Method. Situation 02. Given the following data gathered on December 4-23, 2011, compute for the required inflow (in cu.ft/hr) in order to have an increase in storage of 14cm. Outflow 8.23 cms Seepage Loss 68 mm Precipitation Evaporation 12 cm 2.45 in Area 21.21 sq.mi. Situation 03. Given the following rainfall data, draw the hyetograph, and determine at what time is the highest intensity of the rainfall. Time Rainfall, mm 7:40 2 7:40-7:48 43 7:48-7:56 67 7:56-8:04 87 8:04-8:12 44…
Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 35 36 37 38 39 35 Elevation(m) | 185.000(fixed) 184.242 187.299 186.251 188.397 184.933 BM 36 0.9 km вм 35 0.8 km Фвм 37 0.8 km 0.6 km BM 39 вм 38 0.7 km
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 589.060 m N 87°30’ E BC 291.860 m N 30°30’ E CD 656.980 m S 42°45’ E DE 654.060 m Unknown EA 686.660 m Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. please be accurate in providing a proven solution, thank you.
In the two-peg of a dummy level, the following observation are taken. INSTRUMENT SET UP NEAR A INŠTRUMENT SET UP NEARB Rod Reading on A 0.921 0.367 Rod Reading on B 1.430 0.768 a. What is the difference in elevation between A and B? Answer:_0· G08m b. If the line of sight is not in adjustment, determine the correct rod reading on B with the instrument still set up at A. Answer:_1· 89um Col'n: O Differenc in lev cns - [() + ( -) lo.21 - 0:367) +(1 43 -0 z6¢) 0. GOr m 2 6-05 afmrect nd readingA . 1- 43 - 0-050
Reduce the following set of differential leveling notes and perform the arithmetic check. Station BM 130 TP 1 TP 2 TP 3 BM K110 TP 4 BM 132 BS (m) 0.702 0.970 0.559 1.744 1.973 1.927 HI (m) FS (m) 1.111 0.679 2.780 1.668 1.788 0.888 Elevation (m) 168.657
A dumpy level with an interval focusing telescope was set up on the left bank of a river and the rod reading tabulated below were taken on a stadia rod held successively at the left and right water edges, if the K is 95.50m and stadia constant is 0.30m. Determine the width of the river. Hair Readings Rod Position Upper (a Lower (b) Rod Held at 2.189 2.155 LWE Rod Held at 2.277 2.069 RWE 32.91m O 33.91m O 22.91m 16.617 m
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows: AB= 202.74, BC = 285.87, CD= 499.37, DE = 321.33, and EA = 382.78. (Note: Assume units of feet for all distances.) The preliminary azimuths obtained after balancing the angles are as follows: AB= 138° 16'27", BC = 67°02′46", CD= 354°22'24", DE = 256° 13'01", EA = 185°29/20". Compute the departures of the sides. Express your answers in feet to five significant figures and separated by commas. AB, BC, CD, DE, EA = Part B ||| ΑΣΦ ΑΣΦ AB, BC, CD, DE, EA = vec Compute the latitudes of the sides. Express your answers in feet to five significant figures and separated by commas. [ΠΙ —| ΑΣΦ | w vec ? ? ft, ft, ft, ft, ft ft, ft, ft, ft, ft
Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the unknown quantities. STA FS BM1 TP1 TP2 BM2 BM3 TP3 BM4 BS 1.256 1.116 1.228 1.189 1.070 1.831 HI 1.886 1.527 2.246 2.017 2.656 2.765 ELEV 127.133

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