Provide the equivalent azimuth of each of the five (5) bearings given in the Problem #5 table Laboratory Exe xCENGR 1221 EX SABEN 4512 LAF XSuccess Confin X f (1) Facebook X C Brown Minima X C Pink Cute Hap Xhttps://docs.google.com/forms/d/e/1FAIpQLSeLDT9c_fiBHaWKzcFdcELdSJDyokfEo8UUeOICQ42Rrz2vzw/formResponseTable for Problem #5:LINEFORWARD BEARINGBACK BEARINGABN 44°38' EBCN 42°30' WCDS 42°30' WDES 18°12' EEFN 22°35' W6. Provide the equivalent azimuth of each of the five (5) bearings given in theProblem #5 table. (5 points)Your answerBackSubmitClear formNever submit passwords through Google Forms.This form was created inside of CENTRAL LUZON STATE UNIVERSITY. Report Abuse► arthur nery soXf. (5)OFF8

Bearing of AB= N44°38' E Azimuth of AB= 44°38' Bearing of BC= S 42°30'E Azimuth of BC=…

Answered: LINE AB BC CD DE EF FORWARD BEARING N…

Engineering

Civil Engineering

LINE AB BC CD DE EF FORWARD BEARING N 44°38' E S 42°30' W N 22°35' W BACK BEARING N 42°30' W S 18°12' E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: -3 ft- -4 ft- 60 B 1.5 ft 500 ft-lb D 1.5 ft

Q: 1. Deflection angles: A = 28° 25' 00" (L) B = 68° 03' 30" (L) C = 120° 34' 00" (L) D = 58° 30' 00"…

Q: Is my moment diagram is right? I forgot how to draw moment diagram when the shear is zero.

A: Draw Free body diagram:

Q: N87°30'E 589.06 m (3 sOnknown. Bearin 686.66 m Unknown Bearing ---- -- 654.06 m S 42°45'E 656.98 m.…

Q: 10KN, 1. 4,5m

A: The plane truss shown in figure is statically indeterminate to 1st degree. But the truss is…

Q: 50 kN-m 20 kN-m B 6 m Use Double Integration E=200 GPa & I=100*10^6 -Determine the rotation at A & B…

A: To find :- rotation at A & B. Maximum Deflection of the beam

Q: 5-2.2-1: Find the deflection at midspan using a W10X45: 10' .5k/ft 10k 5

Q: nwards wards

Q: Kinematic indeterminacy of the structural thrown in the figure is? (members inextensible) 77777777

A: Given Kinematic indeterminacy=?

Q: find degree of static indeterminacy

A: To determine the degree of static indeterminacy of the given truss. The degree of static…

Q: 1. Analyse a continuous beam and show the SF and BM diagram. k 35KN mmmmy (21 5m # B 80KN # с 辛 2m…

Q: 9-64. Locate the centroid (X, ỹ) of the shaded area. 1 in. 3 in. 3 in:- -3 in.- Prob. 9-64

A: Locate the centroid (x, y) of the shaded area.

Q: DEADLINE: JUNE 16, 2022 10:00AM) 30N Im 2m + + Im E = 200 GPG I= 5x10 mm 4 MOMENT-AREA METHOD No. 5…

Q: use slope deflection m

Q: What is the approximate moment at the ends of column AC of the frame shown? Use the portal method.…

A: the above question solved by portal frame method

Q: Compute the moment of inertia for the built up section, shown below about the strong axis only. -…

A: Given Built-up I section with plate above it Plate, b = 4" d = 3/8" Area, A = 4*3/8 = 1.5 in2 y =…

Q: shear and bending moment diagram for the beam to the right. Make sure your graph is neat and drawn…

Q: 10KN 30kN 2m 4m 2m Taking Ae = 1.8, compute the required M, (in kNm) for the fully encastre beam…

Q: 1. What is the maximum beam deflection? if W-50KN/m. L-3.7m. E-52.5x10.-15.23x10 Choose the nearest…

Q: Situation: Determine the smallest value of load P acting at the midspan of FD needed in order to…

A: EI for both given beams = 400,000 kNm2 Area of Steel cable BC = 1000 mm2Elastic modulus of steel = 2…

Q: Calculate the value and location of the maximum deflection.

Q: Find the deflection using PARTIAL DERIVATIVE method 8 KN -3 m D -3m B 4 kN C

Q: Calculate the Midspan Deflection of the Beam using Double Integration Method (Macaulay's METHOD…

A: Calculation of Mid Span Deflection using Macaulay Method

Q: please use virtual work method

A: we find support reactions, principle of virtual work is also called a unit load method.

Q: 50kN 6m X From the picture, analyze: - Internal forces of the truss 6m 6m 40kN * 6m 6m 50kN X 6m 8m

Q: ease skip if you have already done this. Thank you

Q: In fig. FV on the curved gate is ---? If the gate width is 3 m

A: solution the force acting on the curved plate is given as F=γ×volume of water acting…

Q: Part 1 If the resultant passes through B, the original system must be equivalent to the new system…

A: Given data:- Given the diagram shown in the figure,

Q: Q1. 20 kN/m -9 m-

Q: The distance from C to X

Q: n Two peg test, how do we adjust the lower capstan screw if the line of sight is inclined upward?

A: Answer In two peg test, If line of sight is not correct we get inclination from the correct…

Q: Ⓒ Calculate the deflection at midspan 29 Hint 941= 27. X EI= Cons. L L List 30.12 EI Exact = Ans 9L4…

Q: Byusing ConjugateBeamMethod, Determinethedeflection 3mtotheleft of rollersupport 55 kN 30 kN/m B A C…

Q: WoL? M = - WoL' 6. 24EI WL2 Wor? (:0-10Lx+ 5Ľx?-x) 120L WL WL WL Ely = 30EI 1SEI 3 12EI

Q: What are the two methods that we can use to find the shear angle? Briefly explain how each method…

A: Shear angleShear angle is the angle formed in between the tools direction in cutting and the rake…

Q: Еxample 5. In Line AE AN Quad. Calculated bearing Azimuth tan-1(A E/ AN AB 110 170 AC 200 -120 AD…

Q: Determine deflection at joint E.

A: Given a truss to analyse and find Deflection at Joint E where the point load=300 Kn is acting. AE…

Q: Compute the moment of inertia about the centroidal axis for the pipe section shown.

A: Given figure is cylendrical shell Moment of inertia about central axis by applying standard result…

Q: Locate the centroid of the shaded area. 4 m 1 16 -8 m- y = 4- - [+] X 2 X

Q: Compute the distance or spacing between stadia hairs the stadia interval factor is 99 and focal…

Q: Find deflection at joint E

A: AE is assumed constant

Concept explainers

Professional survey

A professional survey is a systematic questionnaire that the target audience fills out online, usually by filling out google forms. Professional surveys can vary in length and format. The data is stored on a website and the testing tool usually provides a certain level of data analysis in addition to a professional expert review. Several professional online survey softwares are present worldwide like, SoGoSurvey, SurveyGizmo, SurveyMonkey, Qualtrics, and so on.

Question

Provide the equivalent azimuth of each of the five (5) bearings given in the Problem #5 table

Laboratory Exe x
CENGR 1221 EX SABEN 4512 LAF X
Success Confin X f (1) Facebook X C Brown Minima X C Pink Cute Hap X
https://docs.google.com/forms/d/e/1FAIpQLSeLDT9c_fiBHaWKzcFdcELdSJDyokfEo8UUeOICQ42Rrz2vzw/formResponse
Table for Problem #5:
LINE
FORWARD BEARING
BACK BEARING
AB
N 44°38' E
BC
N 42°30' W
CD
S 42°30' W
DE
S 18°12' E
EF
N 22°35' W
6. Provide the equivalent azimuth of each of the five (5) bearings given in the
Problem #5 table. (5 points)
Your answer
Back
Submit
Clear form
Never submit passwords through Google Forms.
This form was created inside of CENTRAL LUZON STATE UNIVERSITY. Report Abuse
► arthur nery so
X
f. (5)
OFF
8

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

What is the maximum beam deflection? if P = 96KN, L = 4 m, E = 52.7 x10³, 1 = 14.92x106 Choose the nearest answer. -1/2 1/2- A) 163mm B) 63mm 156mm (D) 215mm
Solve the Problem given, explain every step of the solution
Q3
In Two peg test, how do we adjust the upper capstan screw if the line of sight is inclined downward?
HI! HELP ME WITH THIS PLEASE. THANK YOU
the square lamina A B C D is placed Parallel to the H.P. and having the following (Q data A (2, 2), D (2,7) left of A. The distance of projectors between A & D = 4. Required:- i) Draw scale (1:1) the ELEVATION &PLAN of the lamina . ii) Project a view on an AUXILIARY PLANE perpendicular the both V.P and H.P GOOD LUCK
Note: Concrete clear cover is 75mm. Hook end length is 125mm. Along X Along Y H REINFORCEMENT DEP TH MARK TYPE mm mm mm SHORT LONG mm F-1 1000 1000 300 8-12mmø 8-12mmø 1200 CENTER F-2 900 900 300 7-12mmø 7-12mmø 1200 CENTER F-3 800 800 300 6-12mmø 612mmø 1200 CENTER estimate the number of 6m length D12mm for 6 sets of F-1. Your answer
Read: 25m Maximum Minimum CS Scanned with CamScanner 5m w= 8kN/m Tension Tension
PART 1. TITLE: VIRTUAL WORK METHOD 1. Determine the horizontal deflection at joint H of the truss shown. (1500 mm2) 75 kN - 4 m (1500 mm2) (1500 mm2) 150 kN E 4 m (1500 mm?) (1500 mm2) в -2m -2 m- E= 200 GPa (2500 mm?) (1500 mm) (uu 0osz) (Guu 00sz) (1500 mm) (1500 mm)
FOOT PLATE LEVELING SCREW UPPER TANGENT SCREW LOWER TANGENT SCREW UPPER CLAMP OPTICAL PLUMMET A VERNIER B VERNIER PLATE LEVEL TUBE PLATE LEVEL TUBE COMPASS BOX TELESCOPE TANGENT SCREW STANDARDS TELESCOPE LEVEL TUBE EYEPIECE TELESCOPE CLAMP FOCUSING SCREW LENS HOOD TELESCOPE GIVE ITS BASIC FUNCTION FOR THE PARTS OF ENGINEER'S TRANSIT GIVEN ABOVE.
What is the procedure of Dutch (Deft) cone?
lem 8.19 8. Area Moments of Inertia Two steel angles - 6 X4 X 3 8 (T& B) X- Web plate 24" X - 6" 6" typ. 88 X