Answered: Calculate the interior angles from the…

Calculate the interior angles from the following :observations Line PQ QR RS ST TP Bearing S 37° 30' E S 43° 15' W N 73° 00′ W N 12° 45' E N 60° 00' E

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

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.

Question

Calculate the interior angles
from the following
:observations
Line
PQ
QR
RS
ST
TP
Bearing
S 37° 30' E
S 43° 15' W
N 73° 00′ W
N 12° 45' E
N 60° 00' E
<Q=99° 15,<R= = 116° 25,<S=94°
05',<T-132°35',<P=97°40'
<Q=99° 25',<R= = 116° 25',<S=94°
15,<T-132°35',<P=97°20′
<Q=97° 15,<R= = 117° 14',<S-95⁰
15',<T-132°35',<P=97°30'
<Q=99° 15',<R= = 116° 15',<S=94°
15,<T 132°45',<P=97°30'
<Q=98° 15',<R= = 117° 15',<S=94°
15,<T-132°45',<P=97°30'
O
O
O

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7.) CALCULATE THE INTERIOR ANGLE (DEG, MIN. SSC. FORMAT.) 185° 53' 3" 35N 17°22'41" W 59 60 300 00 17° 2241 342° 37' 19" 341 342° 3/4 156° 44' 185° 531 60 1ql1 3" 1 185° 180 D S23°15'44"E 179 S // sa du 23° 15' 44" 156° 44' 16" 011 €0
Calculate the interior angles from the following observations: Line PQ QR RS ST TP Bearing S 37° 30′ E S 43° 15' W N 73° 00′ W N 12° 45' E N 60° 00' E
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Q" shape of flaverse & close Bopen open Traverse typesy=- free open traverse 22-Districted • Pentyaverse Ex: N am F-BABE ||| B 17+55 m) = A = 268 08 Hő B = 273° 55' 40" C= 18° of 40" D = 301⁰ 36 20 O E = 1h6 20 L 17.35m с جمع EQ 26 20 N 13.79m E Scanned with CamScanner
ANSWER KEY=D 108.1502m∆h 22.4596m
An engineer proceeded to do the stadia survey work to determine thetopography of a certain area. The transit was set up at a point A, with the line ofsight horizontal, took rod readings from the rods placed at B and C which is 200m. and 60 m. from A respectively. Rod at B has stadia intercept of 2.001 m. and0.600 m for Rod at C.a. Compute the stadia interval factor. b. Using the same instrument this was used for determining the elevation of PointD with a stadia intercept of 2.12 m. and a vertical angle of +4°22’. If theelevation of the point where the instrument was set up is 100 m., compute theelevation of Point D. Stadia constant is 0.30 m.c. Compute the horizontal distance from the point where the instrument was setup to Point D.
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Observations from unknown pointFlagpole: 18°05'37''King's Battery: 38°03'36''Plumpud: 52°55'01'' Y XFlagpole +49835.50 +59098.10King’s Battery +50750.11 +58299.80Plumpud +50345.40 +58164.13 1. Calculate the coordinates of your unknown point using Q-point method for resection.
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