9. Compute for the total perimeter of the lot. Ans. 4200.35 ma. 4100,01mb. 4200.35mc. 4312.92md. 4420.83m SITUATION 5A closed traverse has the following data.LineA-BB-CC-ABearingN 45°00'00" ES 12°00'00" EDistance (m)1400.001800.00

The projection of a line on north- south axis is called latitude ( if component is on north axis it…

Answered: SITUATION 5 A closed traverse has the…

SITUATION 5 A closed traverse has the following data. Line A-B B-C C-A Bearing N 45°00'00" E S 12°00'00" E Distance (m) 1400.00 1800.00

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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Concept explainers

Site Plan Requirements

A site plan (also known as a plot plan) is a diagram or process to show the proposed improvements on an existing property. A site plan is important, as it provides information regarding the landscape features of a given plot of land. Zoning is done or can be understood with the help of a site plan.

Question

9. Compute for the total perimeter of the lot. Ans. 4200.35 m
a. 4100,01m
b. 4200.35m
c. 4312.92m
d. 4420.83m

SITUATION 5
A closed traverse has the following data.
Line
A-B
B-C
C-A
Bearing
N 45°00'00" E
S 12°00'00" E
Distance (m)
1400.00
1800.00

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Q10/ If you have the following records listed in the table below: Find the area of the traverse (ABCD)? Mem. St. A B с D A AB BC CD DA AX 60 ? -60 ? ΔΥ ? 50 -60 -70 DMD ? 50 ? -70 DMD * AY 4800 ? ? ?
Question2 Course LAT DEP DMD 2A 172.5 11.5 12.55 AB 15 11.5 BC 16.75 33.55 595.4625 CD -20.45 27.65 -815.675 DE -5.75 -13.25 -6.05 34.7875 EA 3.50 -9.65 -33.775 a. What is the length of course CD, express in 2 decimal places b. What is the departure of course EA, express in 2 decimal places c. What is the area of the traverse, express in 2 decimal places. Do not include negative sign
HM 36 Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 09 km. DM 35 O8 km DBM 37 08 km 08 km BM 39 BM 38 0.7 km
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Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500
Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
The coordinates of traverse station of closed traverse ABCDE are: A (0,0),B (170, 320),C (470, 90),D (340, -110), E (-40, -220). Calculate the area .of traverse 148200 m² O 148310 m² O 148400 m² O 148300 m² O
Find the missing data and complete the table below. DIST (m) 23.324 27.459 ? 69.771 22.361 20.591 20.616 15.811 LINE AB BC CD CD DE EF FG GH HA Missing data: LINE Bearing N 30° 58' E N 56° 53' E ? S 27° 18' W N 26° 34' W S 60° 57' W N 14° 2¹ E N 71° 34' W DISTANCE (M) DIRECTION BEARING ANGLE (°)
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AS1. NO4 DATA ANALYSIS
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