**34-A**Use the CAD drawing below and determine distances **A** and **B** to the nearest hundredth inch.[Image of a CAD drawing with dimensions]- The drawing shows a rectangle with various dimensions. The rectangle has: - Overall height: 3.25" - Width: 2.45", with extensions of .75" on the left side and .12" on both right and bottom sides. - Two circles on the right side labeled as .156" DIA. (2 HOLES) - A diagonal slot with a width of 1.25" and length of 1.75", oriented at 60°. - A rectangular cutout with a width of 2.00". - A radius of .25" on the bottom right corner.- The distances labeled **A** and **B** are indicated with arrows but not specified with numbers.**A =**- ○ .88- ● .94- ○ .92- ○ .90*The option .94 is highlighted as the correct choice.*Note: Verify measurements before making final selections.

Answered: Image /qna-images/answer/6cf3f231-656e-42eb-bd4a-59a9e2dad4ad.jpg

Use the CAD drawing below and determine distances A and B to the nearest hundredth inch. + 2 A = O O O O .88 .94 .92 .90 75+ 2.45" 50° B 1.75" -.25" 156" DIA. (2 HOLES) 12" 25" R ⒸCengage Learning 2013

Use the CAD drawing below and determine distances A and B to the nearest hundredth inch. + 2 A = O O O O .88 .94 .92 .90 75+ 2.45" 50° B 1.75" -.25" 156" DIA. (2 HOLES) 12" 25" R ⒸCengage Learning 2013

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: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Distances A-B 247.20 B-C…

A: As per company's policies We are supposed to answer only first three part of multiple questions…

Q: Station BM S.101 0 + 000 0 +020 0 +040 0 +060 0+066.28 0+080 0 + 100 0 +120 TP 1 0+140 0+ 143.78…

A: Elevation of (0 + 000) = Elevation of BM S.101 + BSBMS.101 - IS0+000 = 202.02 + 0.47 - 0.02 = 202.47…

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: Please draw the steps in doing profile leveling using the date given. Please provide proper…

A: Given Data, Bm ---bench mark Tp- Turning point Bs -- Back sight Is -- intermediate Sight…

Q: st BS -00 3.54 +10/ +20 + 1 | 1 1 I 2.994 2.044 0-171 00249 1.497 Is 3.269 2.966 Fs 1.845 1.840…

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: 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: Example : The following bearing of the lines observed for closed tränverse ABCDA with the surveyor…

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: + Compute for the unknown Line AB BC CD DE EA LINE AB BC CD DE EA Distance 300 400 250 350 277.96…

Q: The areas of cut of two irregular sections 60m apart are 32m2 and 68m2 respectively. The base width…

A: given data : A1=32 m2A2=68 m2d=60 m

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: Find the interior angle Bat point 2inside the basel ne of polnts 12 and 3. Please do not write any…

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

Q: DISTANCE LINE BEARING (m) N 70 15'E 415.50 220.32 N 82 23'E 230.06 N79 5o'w AB BC CD DA Unknown…

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

Q: The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a…

Q: Draw projections of the following two points A & B on the same XY line. Keep a gap of 50 mm between…

A: The figure or view shaped by joining, in right succession, the points at which these lines meet the…

Q: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

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: 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: Choose the letter of the answer. A line was measured and found out to be 512.21 m. it is then found…

Q: 0.35m 0.35 LOS 105m

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: 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: If angle 1 in the sketch below is 46° 11' 20", calculate the values of angles 2 and 3. A. <2 = 46°…

A: In the context of social engineering, exploration refers to the collection of various data about the…

Q: May I ask if the answer for this problem is q =11.44? It think the answer key is wrong of otherwise,…

A: You are correct as per the diagram and calculations shown

Q: Compute the distance of the missing side and compute the bearing of the missing side

Q: Corrections A(channel)=9,400mm² A(wide-flange)=62,200mm²

A: Answer (2a) Calculation of location of the centroid of built up section from top To calculate the…

Q: Compute the interior angle at A, B, C, D * B S 75° 15 E N62° 20 E C A D

Q: 01m 0.3m hole I= 0.5m D.3m 0.Qm0.I m

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

Q: STA BS HI FS IFS ELEV BM25 5.3650 259.5108 254.1458 0+ 000 2.3225 257.1883 2+ 000 1.3256 258.1852 4…

A: Given profile levelling Height of instrument = elevation+ BS Elevation = HI - FS/IS

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

Q: 3. COMPUTE THE MISSING LENGTHS OF TWO SIDES Latitude Departure Line Bearing Distance N (+) S(-) E…

A: The Values in Positive x- Direction are Eastings. -ve X-directions as Westings+ve Y-Direction as…

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

**34-A**

Use the CAD drawing below and determine distances **A** and **B** to the nearest hundredth inch.

[Image of a CAD drawing with dimensions]

- The drawing shows a rectangle with various dimensions. The rectangle has:
- Overall height: 3.25"
- Width: 2.45", with extensions of .75" on the left side and .12" on both right and bottom sides.
- Two circles on the right side labeled as .156" DIA. (2 HOLES)
- A diagonal slot with a width of 1.25" and length of 1.75", oriented at 60°.
- A rectangular cutout with a width of 2.00".
- A radius of .25" on the bottom right corner.
- The distances labeled **A** and **B** are indicated with arrows but not specified with numbers.

**A =**

- ○ .88
- ● .94
- ○ .92
- ○ .90

*The option .94 is highlighted as the correct choice.*

Note: Verify measurements before making final selections.

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 with 2 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

None
i need the answer quickly i need all the steps.
C = 52° 29' a = 70° 20' 50" c= 51° 41' Find A.
A. Draw according to scale. 12km, South 11mm,12\deg South of East 22(m)/(s),45\deg North of West 75cm, North 100k(m)/(h)r,280\deg
Findl the centeroid a given compocite figure. Set-up n the reference axis on the lower left corner. Radius - 1.5" 4 3" 米 4" 4" 4"
provide the FBD and clear solution. Answer correctly
A Stream El = 3636.5-ft ✗ Land Surface = 3641.5-ft Stream 3638.5-ft = Scale: 1 inch = 5-ft Figure 1. Contour map of water around the brewery production well (2 ft intervals). A'
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)
COMPUTE THE MISSING LENGTHS OF TWO SIDES AND DRAW THE DIAGRAM