10+00PROBLEM SET NO. 2: From the given data below, complete the set of differential leveling notes. Followthe directions.STATIONBSHIFSELEVATIONBM 1002.95310.25TP 13.614.28TP 23.854.11TP 33.312.85TP 41.381.75BM 1001.35DA 346 PMRO 31'C Rain shoAOSTIeSoe,

Answered: Image /qna-images/answer/f1aa2307-fe67-4143-936d-9fdb5e70e324.jpg

Answered: To 00 PROBLEM SET NO. 2: From the given…

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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Lines of levels were run requiring n instrument setups. If the rod reading for each backsight and foresight has a standard deviation s, what is the standard deviation in each of the following level lines?(a) n = 15, s = ±0.015 ft(b) n = 28, s = ±5 mm
Problem 1 : Given the following the differential level notes:STA Backsight (BS),m Ht. of Inst. (HI), m Foresight (FS), m Elevation, mBM-A 1.73 346.50TP 1 2.50 1.85TP 2 2.76 1.05TP 3 3.15 1.20BM-B 1.93 0.74TP 4 1.67 0.98TP 5 2.12 1.84BM-C 1.77 a. Complete the level notes and perform customary checkb. Determine the the station or point along the level line which has the highestelevation c. The difference in elevation between BM-B and BM-C
Q - The subsequent readings were curious about dumpy level with four.zero m leveling team of workers and 20.0 m c program languageperiod. 1.755, 2.505, 3.050, 3.950, 1.750, 2.355, 3.a hundred, three.805, zero.905, 2.0.5 and 3.250. If R.L of first point is 15.zero m. Calculate the R.L of different points by way of H.I approach.
Answer key ; 1. 1160kn#2 170 kn -m#3 540 kn and210 kn-m
If an engineer's transit was set-up at TP with HI=1.60m, sta.F was sighted with RR=2.00m. What would be its stadia intercept?
A, B and C are three known control stations and P is the position of a sounding vessel which is to be located. If AC = 6925.50m and AB = 6708.40m, angle BAC = 112°45'25", angle BPA = 25°32'40", angle APC = 45°35'50", determine the distance AP if A is nearer to P than B and C.
Compute for HD if the upper, middle and lower hair readings in a three-wire levelling are 2.79m, 2.42m, and 2.06m respectively. Assume standard or usual values of K and C.
A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ftft) and closed on BM Rock (orthometric height 5880.03 ftft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 5.48 (+S) on BM Hydrant, 5.59 (−S) and 10.83 (+S) on TP1, 9.26 (−S) and 13.41 (+S) on BM 1, 8.91 (−S) and 7.57 (+S) on BM 2, 5.14 (−S) and 9.01 (+S) on TP2, and 6.63 (−S) on BM Rock. Prepare, check, and adjust the notes. Determine the Plus and Minus adjustments. Express your answers in feet to two decimal places separated by a comma. Determine the page check. Express your answer in feet to two decimal places. Determine the misclosure and the correction. Express your answers in feet to two decimal places separated by a comma.
A differential leveling circuit began on BM Hydrant (orthometric height 5869.31 ft) and closed on BM Rock (orthometric height 5880.03 ft). The plus sight and minus sight distances were kept approximately equal. Readings (in feet) given in the order taken are 2.68 (+S) on BM Hydrant, 5.59 (−S) and 10.83 (+S) on TP1, 6.46 (−S) and 10.61 (+S) on BM 1, 8.91 (−S) and 7.57 (+S) on BM 2, 5.14 (−S) and 9.01 (+S) on TP2, and 3.83 (−S) on BM Rock. Prepare, check, and adjust the notes.
A line level was run from BM1 to BM2, 8 km apart. The average backsight and foresight distances were 100m. At every turning point, the rod settles by 3cm. Determine the total error in the recorded elevation of BM2. a. 1.17 m b. 1.25 m c. 1.40 m d. 1.57 m
The following readings were successively taken in levelling work 2.230, 1.605, 0.990, 2.090, 2.865 level instrument was shifted after 3rd reading. If R.L of first station 100.000 m, the R.L of other stations will be Option 1: 100.625, 101.240, 100.140 Option 2: 101.605, 100.990, 102.090, 100.865 Option 3: 100.230, 100.625, 101.240, 100.465 Option 4: 100.625, 101.240, 100.465
ANSWER KEY: D= 51.8319m∆h= 13.5430mElev Sta. A= 70.8530m

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To 00 PROBLEM SET NO. 2: From the given data below, complete the set of differential leveling notes. Follow the directions. STATION BS HI FS ELEVATION BM 100 2.95 310.25 TP 1 3.61 4.28 TP 2 3.85 4.11 TP 3 3.31 2.85 TP 4 1.38 1.75 BM 100 1.35 21C Rain sha ODA 346 PM