25)A series of perpendicular offsets were taken from a transit line to a curved boundary line. The offsetswere taken 10 meters apart in the following order: 0, 1.4. 3.4, 3.2, 5.9, 6.5, 5.1, 4.2, 2.4, 1.1, 0. Computefor the area using Simpson's One Third Rule.

Answered: Image /qna-images/answer/d9dbea00-84ea-4bd8-82cc-d8a8f4c17f5e.jpg

Answered: 25) A series of perpendicular offsets…

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

H.W13/ The following offsets were taken from a chain line to a hedge: Distance (m)0 10 20 30 40 80 120 160 200 210 220 Offsets (m) 21 15 16 22 Compute the area between the chain line and the end offsets by: (a) Trapezoidal Rule. (b) Simpson's Rule.
A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown. Compute for the error in departure. +0.03870 -0.03780 +0.03780 -0.03870 LINES AB BC CD DA BEARING N 53°27' E S 66°54' E S 29°08' W N 52°00' W DISTANCES 59.82 m 70.38 m 76.62 m 95.75 m
Use DMD & DPD Method to calculate the Area of the closed traverse whose data is given below. Draw the figure. LINE CORRECTED DEPARTURE CORRECTED DISTANCE 413.53341 596.41168 AB CORRECTED LATITUDE +296.42872 - 246.85339 + 104.50281 154.07815 + 288.33990 BC CD +542.92753 - 597.93576 - 233.33167 606.99919 DA 279.61356
A | D B A new pedestrian lane connecting A and B is to be painted. Observing foot traffic standards, the maximum area for AABC is 170sq.m. Perpendicular line AD is established by chord bisection method. Swinging 11.5m of tape, the intercepted chord along BC measures 9.265m. How long is line AD? meters Horizontal angle DAC is measured by chord bisection method. Line AD' and line AC both along AD and AC, respectively, are 5m from point A. The distance between D' and C'is found to be 4.2m. What is angle DAC? degrees What is the area of triangle DAC? sq.m. What is the maximum value for horizontal angle DAB? degrees
Using the compass rule and transit rule, balance the given traverse. Compute for the corrected distance and bearing. Show complete solution. Draw the lot of the given data. The bearing and distance of line 1-2 is N 29-37 E.
Layout by coordinates method: Given are the coordinates of two points P1 and P2. It is required to layout point P2 from an instrument set up at Point P1. P1 P2 Northings (m) Eastings (m) 456.34 567.45 398.12 485.70 6. Determine the bearing to layout point P2. a) S 60°55' W b) N 60°36' W 7. Compute the distance to layout point P2. a) 140.45m b) 100.36m c) N 70°10' W c) 129.90m d) S 54°33' W d) 110.30m
In the tabulation of data shown:Take X = 621.22What is the Bearing off Side of Error?
2. The following offsets, with Sm interval were measured at right angles from a traverse line to inegular boundaries. Calculates the area between the traverse line and the irregular boundaries using the trapezoidal rule and Simpson rule. CH 16 24 32 40 48 56 64 72 RL(m) 0 15.2 14.8 13.5 14.2 15.2 15.6 15.8 16.2
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
Q5) A road at a constant R.L of 180.00m runs North to South. The ground East to West is level. The surface levels along the center line of the road are as follows: Changing in meter: 0 30 60 90 120 150 180 Level in meter: 183.50, 182.45, 182.15, 181.55, 180.95, 182.05, 180.80 Compute the volume of cutting by both the trapezoidal and prismoidal formulas, given that the width at formation level is 8m and the side slopes is 1 to 1.
Q1) A road at a constant R.L of 180.00m runs North to South. The ground East to West is level. The surface levels along the center line of the road are as follows: Changing in meter: 0 30 60 90 120 150 180 Level in meter: 183.50, 182.45, 182.15, 181.55, 180.95, 182.05, 180.80 Compute the volume of cutting by both the trapezoidal and prismoidal formulas, given that the width at formation level is 8m and the side slopes is 1 to 1.
Determine the interior angles at each point of the following traverse: Line AB=N38009’ E, Line BC=S 43018’ E, Line CA=S84035’W

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

25) A series of perpendicular offsets were taken from a transit line to a curved boundary line. The offsets were taken 10 meters apart in the following order: 0, 1.4. 3.4, 3.2, 5.9, 6.5, 5.1, 4.2, 2.4, 1.1, o. Compute for the area using Simpson's One Third Rule.