1- The true and the nominal length of this tape if the standardization correction for 75 m distance was 8x10?. 2- If this tape used to set up the outline of a building (120 x 210) m what are the correct distances must be set.

1- The true and the nominal length of this tape if the standardization correction for 75 m distance was 8x10?. 2- If this tape used to set up the outline of a building (120 x 210) m what are the correct distances must be set.

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: 45 1b 1. Determine the vector representation of the couple 60° 3 ft shown; A y 1.8 ft B 60° 45 1b

Q: What is ZABC if FB of line AB is 40° and BB of line BC is 280°?

A: Given that :-FB of line AB = BB of line BC = To find the

Q: SYSTEMATIC ERRORS IN TAPING + TAPE IS NOT OF STANDARD LENGTH A building 38 × 45 m is to be laid out…

A: Given Data:Measured dimensions = 38×45mLength of tape before standarization (L')=50mLength of tape…

Q: what will be maximum error permitted

Q: Construct the topview of this ortographic figure, and the isometric figure

A: Answer We can draw the Top view and Isometric view from the given orthographic figure using the…

Q: AZIMUTH COURSE DISTANCE (m) FROM SOUTH 1 -2 269.90 Unknown Unknown 75 00' 141 18' 2-3 3-4 199.88 225…

Q: What is the Moment of Inertia of the Section in mm^4?

A: Let us divide the given section in 3 parts as shown below To determine the location of the neutral…

Q: 7. If the areas of cross sections of one side area given as 117.86 sq. m, 105.76 sq. m and the other…

A: The areas of the cross-sections are 117.86 m2, 105.76 m2, 98.76 m2, and 86.54 m2. The value of b is…

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

A: Introduction- Leveling is a discipline of engineering that determines the location of an item on the…

Q: From the following measured interior angles of a five sided figure: Station Values of Angles (1 No.…

A: To find probable angle A,C,D

Q: rizontal reinforcing bar yers. Use the length of

A: SOLUTION no. of horizontal bars =206=326 in one layer N04 = 4 bars in one layer in three 3 layers…

Q: Area of the Triangles are denoted by the following formulas: 1. Basic Formula, A = 12 * base*…

A: Given: From the figure, AC=1690.54 m

Q: Determine the interior angle at point D. 184° R BV A D a. 135 degrees b. 135 grads c. 250 degrees d.…

Q: Vertical angle = 32-17-40 %3D Slope distance = 106.15' Choose the answer that shows the horizontal…

Q: A line measured with a 50-m steel tape was recorded as 352.70 m. If the tape is 50.08 m long during…

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: Calculate the Minimum X distance on the drawing below: 1.000 C Ø.995-1.000 +0.008MABC X O…

A: Given, Elevation and plan drawing of a section To find : Minimum value of 'X'

Q: Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write…

A: Given, point y x 1 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

Q: LINE BEARING DISTANCE LATITUDE DEPARTURE DEG MIN N (+) S (-) Е (+) w (-) 1-2 S 33 29 w 42.63 35.555…

A: Finding out distance of 3-4 and 4-5 lines.

Q: Q2) It is required to measure the distance from A to C which was obstructed by a building (see the…

Q: Given the following data on the table. Fill up the needed data. Balance the traverse by transit…

Q: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

Q: Q2) A steel tape has been used five times to measure a distance equal to 350 m. According to this…

A: Given data n=5distance measured=l'=350 m∆L=8×10-2B=120 mL=210 m Calculate the true length of tape, L…

Q: List three advantages and three disadvantages of using a chain in measuring horizontal distances

A: Chaining is the traditional method of distance measurement.

Q: Which of the following is not required in compass surveying? O a. Lengths of lines O b. Connecting…

A: Which of the following is not required in compass surveying?a) Lengths of linesb) Connecting linesc)…

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

Q: 960 cm ← la 980 Scale 1:25,000 1000 ELEVATION 1000 IN METERS

Q: y 40 165 105 40| -- x 240 Dimensions in millimeters Determine the x- and y- coordinates of the…

Q: Complete the notes, find the elevation of point A and state the error in the network. Determine the…

A: HI= Elevation +BS Elevation= HI-FS

Q: 1- The true and the nominal length of this tape if the standardization correction for 75 m distance…

A: Given : n=5 Distance measured (l') = 350m

Q: The scale of the photograph is 10cm = 100m. The photograph size is 23 cm x 23 cm determine the…

Q: he distance between two points is found to be 220.45 m using a 100 m tape that is found to be X…

A: l×L=L'×l'where,l=designated tape length,L=true length of line,L'=wrong length of line,l'=actual but…

Q: The true length of a line is known to be 200 m. When this is measured with a 20 m tape, the length…

A: True length of line L = 200 m Measured length L' = 200.80 m Actual length of tape AL = 20m It is…

Q: The following offsets are taken from a chain line to an irregular boundary towards right side of the…

Q: Given the following data on the table. Fill up the needed data. Balance the traverse by transit…

Q: LINE AB BC CD DE EA STA A B C D E STA A B C D E DIST. 48.96 28.63 39.53 33.28 39.18 ADJUSTED FORWARD…

Q: Exercise 2 What are the steps for angle measurement?

A: Theodolite- Theodolite is device in surveying which is used to measure both Horizontal and Verical…

Q: What is the method of measuring or laying out horizontal distances by stretching a calibrated tape…

A: The method of measuring or laying out horizontal distance by stretching a calibrated tape between…

Q: A 50m tape was used to measure a line DE. The adjusted distance of line DE is 120.23m long. If the…

A: Given data: Tape length = 50 m Adjusted distance = 120.23 m Tape is 0.04 m too short

Q: 42. A 30-m steel tape is used to measure the distance of a line. The measured distance is 457.65 m.…

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

Q2) A steel tape has been used five times to measure a distance equal to 350 m. According
to this information caleulate the following:
1- The true and the nominal length of this tape if the standardization correction for 75 m
distance was 8x10².
2- If this tape used to set up the outline of a building (120 x 210) m what are the correct
distances must be set.

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 3

VIEW

Step by step

Solved in 3 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

Be fast quick.
Show complete solution and diagram
What must be the actual measurement to a 126 m distance using 30 m tape that is 6x10^-3m too short?
As per plan, the distance between two telephone poles is 356.35 meters. If the location of one is known in the field and the second is to be laid with a 100 m tape known to be 0.02 meter too long, along an average ground slope of 1%. Determine the actual length to be laid along the ground surface. Given: Nominal Tape Length L1 Required Distance to be Laid out Di correction due incorrect tape length Ci Ground slope S Solution correction per tape length (correction 100-m length) incorrect tape length Ci slope correction (approximate method) CSL cumulative correction per tape length (all sources of tape corrections) C total correction (correction for Di) tot C Tape too long (+) or too short (-)? write the sign only Is the total correction to be added or to be subtracted? Correct Distance to be laid out DC
What is the arc length of the heel to the nearer 16th inch?
Q2: A triangle has an angle of (55°50'30") and the second one is (62.4958 g), calculate the third angle with the radian system?
B: Write down all the necessary steps to draw below shape using AutoCAD (Select Any Start Point and draw all Circle with respect to Circle A)) Ø160 Ø50- Ø80 Ø 30 X6 Holes A Ø220 Ø200
Determine: Use 3 decimals a) The width of the base b) The value of cut at station B if it has an area of 16.82 sq.m. b) The Volume of A and B with prismoidal correction (use end area method)
The measured photo coordinates of images a and b of two ground points A and B are x =+ 45.35 mm; ya = + 38.41 mm, x, 40.16 mm; yb 45.65 mm. Determine the ground coordinates of A and B and hence compute the horizontal length of the line AB. The elevations of points A and B are respectively 200 m and 150 m above the datum and the flying height is 1500 m above the datum. Take f = 152.4 mm.
COMPUTE THE MISSING LENGTHS OF TWO SIDES AND DRAW THE DIAGRAM
What is the reason for using two different scales on the horizontal and vertical axes in a road section (profile) drawing ? 40 - O a) For ease of application O B) Due to the level difference between the horizontal and vertical axes. O C) Due to the level difference between the horizontal and vertical axes. D) Because the horizontal axis is much larger than the vertical axis, O TO) To express length and cross-section separately and create cross-section
A vertical photograph was taken from a height of 3200 m above mean sea level with a camera of focal length 120 mm. It contained two points 'a' and 'b' corresponding to ground points A and B. Calculate the horizontal length AB, as well as the average scale along the line 'ab' from the following data: Photo points a b Elevation above MSL in (m) 640 780 Photo coordinates x(mm) y(mm) + 19.50 - 14.60 + 26.70 + 10.80