1) Complete the missing data and determine the difference in elevationof BM1 and BM2. Show complete solution.STABSHIFSELEV (m)BM11.097504.233TP11.6611.998ТР21.0122.015ТРЗ1.9052.396BM22.761

Here Height of instrument(HI) = elevation + Back sight (BS) Elevation = HI - Fore sight (FS)

Answered: 1) Complete the missing data and…

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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Refer to the beam shown, 75 60 kN/m kN/m 2m 4m 3m 90 kN.m A В D For the beam shown, which of the following gives the value of the deviation of point C relative to the tangent line drawn at A? Select the correct response: 7529.11 kN.m/EI 12835.47 kN.m3/EI -20440.00 kN.m³/EI 5792.52 kN.m3/EI
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The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
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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 TP2 1.012 2.015 TP3 1.905 2.396 BM2 2.761