9:30 PM | 0.1KB/S&94+ Assignment CE 11.Assignment on CE 1101Submission Deadline: 24 March, 2020Question 01: A Tacheometer was set up at point P and two readings were taken from two stationA and B. Compute the distance between points A & B when the staff was held normal to the lineof collimation in both cases. The Tacheometer constants are being 100 and 0.3 respectively.Vertical Angle3°30'2°45'Staff readings (m)1.35, 2.10, 2.851.95, 2.85, 3.75InstrumentStaffLineWCB84°35'142°25'AAPPВВРQuestion 02: A tract of land has three straight boundaries AB, BC, and CD. The fourth boundaryDA is irregular. The measured lengths are as under: AB = 135 m, BC = 191 m, CD = 126 m, BD= 255 m. The offsets measured outside the boundary DA to the irregular boundary at a regularinterval of 30 m from D, are as below. Determine the area of the tract.Distance from D (m)0.0306090120150180Offsets (m)0.03.74.94.22.83.60.0Question 03: Estimate the volume of earthwork for an embankment having slope of 2:1. Thereduced level of the embankment at a distances 0 ft, 80 ft and 200 ft is 21 ft, 19 ft and 16 ftrespectively. The width of embankment is 10 feet and design formation level is 18 ft.

Since the Question number to be solved is not specified, the solution for Question No.01 is as…

Question 01: A Tacheometer was set up at point P and two readings were taken from two station A and B. Compute the distance between points A & B when the staff was held normal to the line of collimation in both cases. The Tacheometer constants are being 100 and 0.3 respectively. Vertical Angle 3°30' 2º45' Instrument Staff Line WCB Staff readings (m) 84°35' 142º25' P A АР 1.35, 2.10, 2.85 P B ВР 1.95, 2.85, 3.75

Question 01: A Tacheometer was set up at point P and two readings were taken from two station A and B. Compute the distance between points A & B when the staff was held normal to the line of collimation in both cases. The Tacheometer constants are being 100 and 0.3 respectively. Vertical Angle 3°30' 2º45' Instrument Staff Line WCB Staff readings (m) 84°35' 142º25' P A АР 1.35, 2.10, 2.85 P B ВР 1.95, 2.85, 3.75

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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