191 7:46 1:1049KB/s6611 r Irish Mae:hahahahahahahahagaga5366 m2When the length or direction of a linewithin a closed traverse cannot bedetermine by field observation, thesemissing quantities may bedetermined analytically to obtain acomplete set of notes for thetraverse providedthe sides with unknown quantitiesO are parts of an adjusted opentraverse.they do not exceed two quantities.the sides with unknown quantitiesare non-adjoining.there are only three or moreunknown quantities.Cimpaan's On. Third rula in h n2II 1 7:46 0.604G49KB/s2A surveying transcript of a closedtraverse is defined by the verticesABCDEFGHIJKL. Engr. Pot isperforming Double Meridian DistanceMethod in order to compute the areaof the traverse. Midway in his work,his nephew Ashton accidentallyspilled Engr. Pots' coffee onto thenotes. Engr. Pot decided to rewritethe data, only to find out that theDMD of the lines CD and DE areunreadable. He figures that he canjust solve for the missing dataknowing that the DMD of line DE istwice the DMD of the previous lineCD. If the departure of line CD is-124.25 and that of line DE is 301.965,determine the DMD of line DE.Your answerA lot has a frontage along a road. The2II

The solution for Question No.01 is as follows: When the length or direction of a line within a…

When the length or direction of a line within a closed traverse cannot be determine by field observation, these missing quantities may be determined analytically to obtain a complete set of notes for the traverse provided the sides with unknown quantities are parts of an adjusted open traverse. O they do not exceed two quantities. the sides with unknown quantities are non-adjoining. there are only three or more unknown quantities.

When the length or direction of a line within a closed traverse cannot be determine by field observation, these missing quantities may be determined analytically to obtain a complete set of notes for the traverse provided the sides with unknown quantities are parts of an adjusted open traverse. O they do not exceed two quantities. the sides with unknown quantities are non-adjoining. there are only three or more unknown quantities.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Surveying Engineering
The boundaries of two pieces of land were surveyed using a 100-meter surveyor’s tape. AB = 1,129.45 meters BC = 1589.40 meters CD = 769.10 meters DE = 413.67 meters It is later found out that the actual length of the tape is 102.1315 meters when triangle ABC was surveyed; but used a different and no defect tape when triangle CDE was surveyed. If Points A, C, and E are collinear, determine the correct distance AE. Express your answer in 4decimal places. SEND SOLUTIONS
In a proposed reservoir, the areas containing within the contours are:- Using the method of end areas, calculate: (i) Capacity of the reservoir when it is full at 100 m level. (ii) Elevation of the water level when it is 60% full. Ignore the volume below RL 65 m. Give your remarks abut the method of 'end areas'. Contour in (m) | Area in (ha)| 32 26 24 18 15 13 7 2 100 95 90 85 80 75 70 65
In the intention to construct a motorbike road, some surveying work has been carried out at the proposed site to calculate the levels of natural land for a group of points located along the central line of that proposed road, as represented in the table below P7 P8 258.294 256.339 257.673 255.861 point P1 P2 275.357 275.48 256.48 P3 P4 P5 P6 P9 GroundEl(m) 257.8 Dist(m) 257 100 200 300 400 500 600 700 800 The natural ground level was chosen as the fifth point to be the equivalent of the design level of the proposed road, and the design inclination of the road from the first point to the fifth was determined to be (-1%) and from the fifth point to the ninth point was (+ 0.5%). Calculate the depth of digging and burial for all points?
4) Please include complete solution and diagram if possible.
7. This rule of determining area is based on the assumption that the curved boundary consists of a series of parabolic arcs, where each arc is continuous over three adjacent offsets that are equally spaced. Trapezoidal Rule Transit Rule O Simpson's One-Third Rule Compass Rule
Subject: surveying A field is in the form of a regular pentagon. The direction of the bounding sides was surveyed with an assumed meridian 7.2to the right of the true north and south meridian. As surveyed with an assumed meridian , the bearing of one side AB is N 33 degrees, 20’ W. Compute the true bearing of line CD
i need the answer quickly
4. Draw the head contour with a contour interval of 100 m. 2210 2420+ 2630 2440 2580 2360 + 2750 Stream + 2230 2480+ 2320 Contour Interval = 100
23. If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in WCB. The surveyor then recorded the location of Line AC to be 280 degrees 15 minutes in WCB. The length of AB is 530.68 meters and Length of AC is 275.45 meters. What is the length of the third line, Line BC?
Create a contour map using a 20m interval.
Which meridians are used to determine the relative positions of the lines in a small area? O a. Arbitrary Meridian O b. All meridians O c. Magnetic Meridian O d. True Meridian