Answered: EX :- the following are the interior…

Engineering

Civil Engineering

EX :- the following are the interior angles of closed traverse A BCD

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

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

EX :- the following are the interior angles of closed traverse A BCD
< A= 102 55 37"
<B=79 58`14"
Co
222.75m
<C= 85°01'35"
<D= 92°04 30"
79.56m
due E
H.ei
A
(1000,1000)
if the observed azimuth of the line ab is (due E) , compute the
uth of the remaining lines, departure and latitudes by using
compass rule and transit rule. and computed the corrected I
and directions of sides.
147m

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In the Sketch below, the folowing information is available: Co-ordinates of Point A Co-ordinates of Point B -1200.632 -1361.727 +18 003,512 +18 140,332 Angle ABC=51:00:00 Angle CDB = 110:27:20 Distance BC=156.112 m Distance CD = 89.613 m Distance BC= 100.292 m Triangulate D, from B and C. A
How do you add or subtract a stationing to a meters? 50+000 - 51.81 = And how it solve this, below image
What is the correction for the latitude of BC using the transit method? Line AB BC CA a. 183.987 b. 185.879 c. 183.789 O d. 184.78 Length (m) 125.91 198.57 229.88 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77
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What is the correction for the latitude of BC using the transit method? Line AB BC CA O Length (m) b. 125.91 198.57 229.88 a. 185.879 183.987 O c. 184.78 183 789 Consecutive co-ordinates Latitude -264.97 +182.96 +79.62 Departure +50.65 -104.62 +59.77
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AZIMUTH/BEARING OF LINE AB = S37W please answer the blank tables below and show detailed computation. include also the plot.
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Activity 8 Answer this azimuth traverse problem. Provide a given, required, solution format and use a handwritten calculation. Draw a graph and write the directions. Simplify your answers.
Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. ii. iii. iv. Distance, m 368.76 Line Bearing N15°18'E AB BC CD S85046'E S18030W N77035W 645.38 467.86 DA 593.00
FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 5. The azimuth and distance of line AB were recorded as 235°41' and 45.67m. Determine the its latitude. 6. In Problem 5, compute its departure.