Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write any unit in your answer and round it to 4 decimal place (e.g. xxx.xxxx).. Do not use "" as a decimal seperator. PN Y(m) X(m) 1. 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write any unit in your answer and round it to 4 decimal place (e.g. xxx.xxxx).. Do not use "" as a decimal seperator. PN Y(m) X(m) 1. 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

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: nt 1. Convert the given isometric view to an orthographic view. Provide the needed measurement in a…

A: Introduction Orthographic view: The conversation of 3D (isometric view) into 2- Dimensional

Q: From the values of the magnetic quarter circular directions, find the value of the following…

A: From the given date it is required to find the angles given. DAE, EAB, BAD, CAE

Q: Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. S3 79.0g S1 111.7715g 144.3233g s2 E…

A: Step 1

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: A) identify the best line. (2pts) B) What is the forward and back bearing of the best line? C)…

Q: Calculate: Radius of Curve Chainage of A and B Set out curve by Rankine method

A: angle AOI=φ2=20° In triangle AOIcos20°=R/OI0.9397=R/300R=282ft.

Q: Azimuth Azimuth Length Degrees Minutes Seconds Fraction) Line AB 86.99 100 28 10047 259 89 10 44…

A: To Determine The corrected length and azimuth of the sides of the traverse.

Q: Determine the area of the closed-polygon traverse ABCDEFA given its coordinates on the table shown…

A: Area by DMD Method DMD of first course = DEPARTURE of the course DMD of Remaining course =…

Q: Complete the table below. D LINE AB BC CD 118°37 105°22' 108° 28' E AZIMUTH from North B 120°28¹…

Q: ду 5WL3 384EI (5×4369.43722kg x 33m3) 384 х 200GPах 188 × 106 mm

Q: Some questions require you to use the last three digits of your matric card number as input values.…

A: Given Databearing BA is=(350+X)0(40+y)'(20+Z)"where X=0Y=6Z=1Bearing of BA is 350046'21"Bearing of…

Q: if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they…

A: To Determine The coordinates of all the points. Coordinates of Points B,C,D & E.

Q: Calculate the co-ordinates of point W. Given: [B] [M] [Z] + 294,000 + 112,876 +391,123 Angle 1…

A: Given:(B) + 294,000 ; + 804,721 (M) + 112,876 ; +764,174 (Z) + 391,123 ; + 116,678Angle 1= 73: 49…

Q: Adjust the measurements given in the drawing below and determine the coordinates of point B. Assume…

A: yA (y-coordinate of A) = 1756.17, xA (x-coordinate of A)=1944.79 yMk1 (y-coordinate of…

Q: Mean Sea Level referred as a Datum * in surveying False O True Level instrument can be used only to…

A: Mean Sea Level referred as a Datum in surveying is False. False: Because Datum can be any reference…

Q: Observed Bearings Length (m) Computed Internal Adjusted Values Line Forward Вack Sta Cor Interior…

Q: Line kength bearing Loti tud e Perarure AB to G4. 32 S 75'48'€ -165.9913 (D51. 1890 bc 1590.91 S 15…

Q: Solve and check for the unknowns. Use 2 decimal places. SHOW COMPLETE SOLUTION(SHOW HOW EQUATION 1…

A: Consider the following table: Line Length Bearing Latitude…

Q: view 20mm 30mm 60mm 76.00 mm B 60.00 mm 69.00 mm D 26.00 mm 46.00 mm F 56.00 mm 66.00 mm

Q: iven the tabulation below. Compute for the following: (Show your Solutions) a. Latitude and…

Q: 1) choices: 49.81 62.59 59.62 52.69 2) choices: 42315487 mm^4 34643447 mm^4 31534337 mm^4 31943887…

Q: F 31 ° 58 ° X(+) B=(3.3,0,0) m y(+) Z(+)

A: Given:- A coordinate system is given The coordinates of point B = (3.3,0,0) m Point A lies on the…

Q: From the following measured interior angles of a five-sided figure, compute the ff.: a.) Probable…

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

Q: AZIMUTH 225°00 LINES DISTANCES A-B 1200 m B-C 346 00 1400 m C-A 票畫 E ----- N-

Q: Q 31 The following Easting and Northing for a closed traverse is Station X (Easting) Y (Northing) 1…

Q: Q.2. O Please calculate the elevations of every station given in the table and show the arithmetic…

A: Height of instrument(H.I)=B.S+ Elevation Elevation of Reduce Level = H.I-I.S or H.I-F.S…

Q: Please enlighten me on how did they get those values that I encircled. Thank you very much! I'll…

A: The encircled value of 91.8 kN has come from the concentrated load 34 kN at point B.

Q: the linear misclosure the final coordinates of stations

Q: 2788.91509^(1.336898)

A: 2788.91509^(1.336898) = 40382.71846

Q: Q.4. Please calculate elevations in the stations given in the table and show the arithmetic check.…

A: Levelling of a site must be done in order to understand the nature of whether the site is having a…

Q: Calculate the area of the rectangle where the coordinates are given in meters as shown in Figure…

Q: 1. Find the coordinates or ordered pairs for v-t and a-t graph of the given position function 25t3 S…

A: we have to find the coordinates of velocity and acceleration

Q: Q6. Calculate the angle "q" in Figure 2. Enter your answer as ddd,mm,ss | bearing AB is (10+X)°…

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

A: Data Given: Asked: ∠BCD Exterior angle at C Deflection angle of line CD Angle to the right of line…

Q: From the information shown in the following table, find the magnitude of the local attraction line…

A: in the close polygon the part point will be meet with the first point so their is the side FG must…

Q: AZIMUTH FROM SOUTH LINE DISTANCE Degrees Minutes 1-2 350.00 48.00 2-3 352.11 20.00 18.00 3-4 722.25…

A: Lattitude and departure signs : N-E = Both positive S-E = L -ve and D +ve S-W = Both negative…

Concept explainers

MATLAB

MATLAB software is a registered trademark, multi-model programming language, and numerical computing environmental system created by MathWorks. 'MATLAB' is the short-form of "Matrix Laboratory". The MATLAB software permits the utilization of matrix operations, graphical representation of data, execution of algorithms, development of user interface, and linking programs created in other languages. Even though MATLAB is developed mainly for numerical computing, there is an optional toolbox that uses a symbolic engine known as MuPAD giving access to all the symbolic computing abilities. In addition to this, a Simulink package delivers graphical multi-domain simulation and design that is model-based for embedded and dynamic systems. MATLAB users are spread worldwide across the world and use MATLAB extensively.

Question

Find the interior angle B at point 2 inside the baseline of points 1,2 and 3.
Please do not write any unit in your answer and round it to 4 decimal place (e.g. xxXX0x). Do not use
"'as a decimal seperator.
PN Y(m)
X(m)
1
1512.482420.25
2 1550.79 2221.24
3 1570.24 2526.97

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 1 images

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

Area in units of the following stereoscopic figure Find the shaded area in black. Draw only the required part using AutoCAD and at the instruction Area 2810 356 3110 O3260 25 53 73 20
42. A 30-m steel tape is used to measure the distance of a line. The measured distance is 457.65 m. After the tape was calibrated, it was found that it is 16 mm too short. What is the correct length of the line? +8 8 A. 457.406 m C. 457.921 m D. 457.125 m B. 457.894 m
Surveeying
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
Can you help me write a conclusion please, it's about traversing. The attached photo are the data and results and it's computation. Thank you 3 sentences atleast please.
it said i got 1 item wrong. im so confused now. where did i go wrong? (btw this is only a activity for us to practice but i still don't get it)
Q.4. arithmetic check. Write your calculations in detail and fill the table. The units of readings in the table are meter (SI system). Please calculate elevations in the stations given in the table and show the Station BS FS H.I. Elevation ВМА 2.16 500.00 ТР 1 3.24 1.13 ТР 2 3.14 1.07 ТР 3 2.59 1.67 BM B 1.39
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.
Azimuth Azimuth Fraction) Length Degrees Minutes Seconds Line 10047 86.99 100 28 AB 44 186.18 186 10 BC 259 89 0.00 CD 100.11 125.32 115 12 44 115.21 DE 323 10 323.17 EA 284.548 SUM 856.858 7. Determine the FGCC dassification of the angle measurements in the problem shown here. Interior Angles Degrees Minutes Seconds 80 28 86 10 44 100 01 215 12 4. 58 3. 18 SUM 69
* bläi 3 Ranging in distance measurements is a process of establishing intermediate points on a line putting the ranging rod on the hill top for reciprocal ranging another name of taping a process of determining the intersection of two straight lines
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
letter D only thanks