To establish a new benchmark on point B using a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best * .value of elevation for point B B.M1 B B.M2 B Point BS FS Remarks Point BS FS Remarks В.М1 3.305 RL=34.585 B 0.405 T. P1 30.06 0.672 T. P4 4.24 1.795 A 4.01 1.825 T. P5 3.35 3.485 T. P2 3.315 2.485 В.М2 2.78 RL=42.093 T. P3 3.315 1.235 B 3.715

To establish a new benchmark on point B using a levelling instrument. The work had been done between B.M1 and B.M2 to the required point B, and the observations were recorded as in the tables below. Calculate the best * .value of elevation for point B B.M1 B B.M2 B Point BS FS Remarks Point BS FS Remarks В.М1 3.305 RL=34.585 B 0.405 T. P1 30.06 0.672 T. P4 4.24 1.795 A 4.01 1.825 T. P5 3.35 3.485 T. P2 3.315 2.485 В.М2 2.78 RL=42.093 T. P3 3.315 1.235 B 3.715

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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