Show complete solution with figures if necessary Following are the notes for a line of stadia levels. The elevation of BM-10 is 409.11 m. The stadiainterval factor is 99.20 and take C = 0.18 m.Determine the values of VD, ID, HD, DE, and ELEV, and tabulate values accordingly.Perform a customary check.●Tabulation of Data:STABACKSIGHTSRR(m)(m)BM-10 1.245 -4°25' 2.42TP-11 2.044 +3°20' 1.08TP-12 1.720 -6°40' 1.46TP-13 2.426 -9°15' 2.08BM-17Formulas:Where:C =aVD ID HD S(m) (m) (m)(m)K = stadia interval factorID = KsCos(a) + CHD = KsCos² (a) + (C)Cos(a)VD = KsCos(a)Sin(a) + (C)Sin(a)stadia constantDE = RRBS + VDBS + VDFS - RRFSELEV B = ELEVA + DEID = inclined distanceSketch:HD = horizontal distanceVD = vertical distances = stadia interval or the difference between the upper stadia haira = observed vertical angle of elevation or depressiona1.515 8°18' 1.551.438 -3°25' 3.061.025 10°05' 0.451.326 4°22' 1.45DE = difference in elevationELEV = elevationFORESIGHTDERR VD ID HD (m)(m) (m) (m) (m)Provide a detailed sketch of the figure.ELEV(m)

Given data: K=99.20C=0.18 m Example calculation: ID=Kscosα+CID=99.20×1.245×cos-4°25'+0.18ID=123.317…

Following are the notes for a line of stadia levels. The elevation of BM-10 is 409.11 m. The stadia interval factor is 99.20 and take C = 0.18 m. Determine the values of VD, ID, HD, DE, and ELEV, and tabulate values accordingly. Perform a customary check. ● Tabulation of Data: STA BACKSIGHT S (m) BM-10 1.245 -4°25' a RR VD ID HD S (m) (m) (m) (m) (m) 2.42 · TP-11 2.044 +3°20' 1.08 TP-12 1.720 -6°40' 1.46 TP-13 2.426 -9°15' 2.08 BM-17 a FORESIGHT DE RR VD ID HD (m) (m) (m) (m) (m) 1.515 8°18' 1.438 -3°25' 1.025 10°05' 1.55 3.06 0.45 1.326 4°22' 1.45 ELEV (m)

Following are the notes for a line of stadia levels. The elevation of BM-10 is 409.11 m. The stadia interval factor is 99.20 and take C = 0.18 m. Determine the values of VD, ID, HD, DE, and ELEV, and tabulate values accordingly. Perform a customary check. ● Tabulation of Data: STA BACKSIGHT S (m) BM-10 1.245 -4°25' a RR VD ID HD S (m) (m) (m) (m) (m) 2.42 · TP-11 2.044 +3°20' 1.08 TP-12 1.720 -6°40' 1.46 TP-13 2.426 -9°15' 2.08 BM-17 a FORESIGHT DE RR VD ID HD (m) (m) (m) (m) (m) 1.515 8°18' 1.438 -3°25' 1.025 10°05' 1.55 3.06 0.45 1.326 4°22' 1.45 ELEV (m)

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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