Complete the table below. LINE BEARING DIST (M) AB N 57° 59.7° W 37.736 97.129 BC N 87° 3' E CD S 17° 6.7' E 49.177 DE S 83° 45.6 W 55.198 EAN 41° 18' W 37.270 LAT (m) DEP (m) Sum DA Area DMD * Express all values up to 3 decimal places. * If the value is zero just write 0. * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = - *For positive values, do not include the + sign in writing the answer. * Do not include the unit in writing the answer/s. DA 37, input: -37.000

Complete the table below. LINE BEARING DIST (M) AB N 57° 59.7° W 37.736 97.129 BC N 87° 3' E CD S 17° 6.7' E 49.177 DE S 83° 45.6 W 55.198 EAN 41° 18' W 37.270 LAT (m) DEP (m) Sum DA Area DMD * Express all values up to 3 decimal places. * If the value is zero just write 0. * If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = - For positive values, do not include the + sign in writing the answer. Do not include the unit in writing the answer/s. DA 37, input: -37.000

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: Question 9 of 15 -15 : View Policies Current Attempt in Progress Two individuals are attempting to…

A: The given data is shown below: F1=330 NF2=450 N

Q: You are required to measure the area of a site by tape only. The needed length measurements are…

A: Given that: Length of sides are: A=12, B=30, C=25, D=25, E=22, F=20, G=25, H=35,…

Q: A parcel of land is to be subdivide into parts and the Engineer got this data below. Calculate the…

Q: 30 20 30 10 20 200 160 170 170 190 170 180 180 he least count or fineness of reading for this…

A: A theodolite consists of 2 vernier scales, Vernier A and Vernier B, For less important works Only…

Q: Lloukle Inte gr ation Meth od Lletermine the ff :). LDefle etion at e). Mope at C

Q: Determine Qmax [Qmax = 6.48 x 10-4 m

A: To find Qmax

Q: Find the value of e (degree) if coversed sin 0 = 0.256855 O 43.07 O None of these O 48.00 O 14.88 O…

A: To determine the value of θ for given coversed sine value. Given, Coversed sinθ=0.256855 The…

Q: Station Cut End Area (ft²) 10+00 234 11+00 369 12+00 441 13+00 408 14+00 271 15+00 108 Part A For…

Q: A land has 3 linear boundaries GH, HI, and IJ. The fourth boundary JG is irregular. The measured…

Q: 1. Complete the differential level notes shown below, perform the customary arithmetic check,…

A: Leveling is the process in which we measure the levels of the various point of field in a linear or…

Q: 1. Complete the differential level notes shown below, perform the customary arithmetic check,…

A: Formulas Used: 1.Mean Rdg= (Upper + Middle + Lower ) Rdg/ 3 2.S = (Upper - Lower) Rdg 3. H.I =…

Q: Station Cut End Area (ft²) 10+00 11+00 12+00 13+00 14+00 15+00 269 350 432 401 277 109 ▼ Part A For…

A: The station with cut end area is given asstationcut end area…

Q: Station Cut End Area (ft³) 10+00 11+00 12+00 13+00 14+00 15+00 256 364 440 405 274 107 ▾ Part A For…

Q: 0.9 Chart Title 0.8 0.7 0.6 Height (m) 0.5 0.4 0.3 0.2 0.1 0 0.00 0.01 0.02 0.03 0.04 0.05 0.07 0.06…

A: The problem asks to identify and find the values of the quantity identified by the two lines. The…

Q: 13 Using the graph shown in Figure 15.13, determine the height of a slope (I vertical to 2…

Q: Q.2. check. If there is an error please distribute it to the elevations. E = 40* K Please calculate…

A: Levelling is the procedure of comparing heights of points on the surface of earth. It is important…

Q: Complete the table below. LINE BEARING DIST (M) LAT (m) DEP (m) DPD DA AB N 58° 46.9' E 38.588 BC S…

A: Given, Line Bearing Distance (l) (m) AB N 58°46.9'E 38.588 BC S57°59.7'E 37.736 CD…

Q: Q3: The polygon traverse ABCDEA shown in figure 2. is to be divided into two equal areas by a…

A: If polygon vertices are(x1,y1), (x2,y2), ............... (xn,yn)then areaA =…

Q: Station BM1 TP1 0+000 0+100 0+200 0+270.5 0+276.2 0+300 TP2 0+400 0+500 0+555 0+565 0+600 BM2 BS…

Q: what are the 3 constraints and 2 real variables in the given LP problem?

Q: SITUATION 2: For the two forces, determine the magnitude and direction of the net torque about point…

A: (Disclaimer: As you have asked for the solution of '2', we have solved only situation 2) Torque is…

Q: Survey Sarvey Targe Average value after CLR zero with multiple rounds Reading Average Valne after…

A: The angular measurement is the process of determining the direction of a line with reference to any…

Q: Line AB = 250m long and was paced five times by the surveyor and recorded as follows: Another line…

A: Formula used - Totsl Distance = Pace factor ×Avergae of paces For the first paced distance - 250…

Q: Compute the unadjusted departures.

A: Answer We know that Departure is given by Lsinθ (positive for East and Negative for West) Latitude…

Q: (5,0,-2) and b=(4,-7, 10) the projection a on b to is.

Q: RA= RB= Vmax= KN 2 decimal places KN 2 decimal places KN 2 decimal places

Q: 4. Five separate measurements were made of a line and their degrees of precision computed as…

Question

Complete the table below.
LINE BEARING DIST (M)
AB N 57° 59.7" W 37.736
N 87° 3' E
97.129
CD
S 17° 6.7¹ E
49.177
DE S 83° 45.6' W
55.198
EAN 41° 18' W 37.270
BC
LAT (m)
DEP (m)
Sum DA
Area
DMD
DA
* Express all values up to 3 decimal places.
* If the value is zero just write 0.
* If the value is negative, include the negative sign without space in between negative sign and the number. Example: value = -:
-37, input: -37.000
* For positive values, do not include the + sign in writing the answer.
* Do not include the unit in writing the answer/s.

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

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

Example 5: The followings are the F.B. of lines. Calculate their B.B. (1) AB N 18° 0' E Ⓡ (2) BC S 12° 24' E (3) CD S 59° 18 W (4) DE N 86° 12' W MM to
Please help me ASAP. Please put the answer on the paper. Complete solution. I need the answer after 40 minutes. Rate will be given accordingly. Thank you in advance.
You are required to measure the area of a site by tape only. The measurements are provided as below: A Sides Length (m) A 10 B 15 F 20 G 28 30 C 35 D 18 3.
▾ Part A What is the area of the rectangular field whose dimensions are 248.03 ± 0.05 ft by 200.79 ± 0.04 ft? Express your answer in feet squared to five significant figures. ▸ View Available Hint(s) S = Submit Part B 1 ΑΣΦ Η vec ? What is the estimated error of the area of the rectangular field in Part A? Express your answer in feet squared to four significant figures. ▸ View Available Hint(s) Eprod = Submit Part C ΜΕ ΑΣΦ 艹 vec ft² ? ft² What is the area of the rectangular field whose dimensions are 221.59 ± 0.02 ft by 444.84 ± 0.04 ft? Express your answer in feet squared to five significant figures. ▸ View Available Hint(s) ΜΕ ΑΣΦ vec S = Submit Part D ? ft² What is the estimated error of the area of the rectangular field in Part C? Express your answer in feet squared to four significant figures. View Available Hint(s) ΜΕ ΑΣΦ vec Eprod = SUDmit ft2
Transform graphically the figure into one wherein the sides with unknown quantities are made adjoining and determine the unknown quantities.
Question 3) The protruding beam in the figure is the length of 3 pieces of pieces combined with 2 pieces of chips. find the maximum civil ranges a,b,c P=16 kN and L= 6m. 20 mm 1" 100 mm G 20 mm En Kesit 20 mm 80 mm A sas B 3P xbx 2P ACA LLL D
PROFILE LEVELING. Complete the following set of profile level notes and show the customary arithmetic check. Plot the profile diagram using any scale you want. STA BS HI FS IFS ELEV ВМ — а 1.24 234.51 m TP – 1 1.11 3.40 1 + 00 4.6 + 25 + 50 + 75 ТР - 2 2.7 3.6 2.4 3.21 2.46 2 + 00 1.2 + 25 3.2 + 50 ТР - 3 2.8 3.06 2.74 BM – b 2.40 IN/3
3. Complete the differential level notes shown below and perform the customary arithmetic check. Station Backsight Stadia Foresight Stadia Elevation BM1 140.00 1.152 1.117 0.935 | 0.718 0.899 0.662 TP1 2.784 1.904 2.420 1.537 2.057 1.172 TP2 1.713 1.450 1.440 1.177 1.166 0.904 TP3 2.591 2.210 2.094 1.714 1.599 1.218 BM2 a. Find the difference in elevation of TP3 and BM1. b. Find the elevation of BM2
find the values of x 2х, + 3x2 + 2xз %3 4x, — 5х, + 5х; — —7 —3x, + 7x, — 2хз — 5
2. Complete the profile level notes shown below, perform the customary arithmetic check, provide a detailed sketch, and a detailed solution. STA BS HI FS IFS ELEV BM25 0+ 000 5.3650 254.1458 2.3225 2+ 000 1.3256 4+ 000 2.8945 6+ 000 1.9978 TP, 4.2544 5.4444 8+ 600 1.6452 10 + 200 6.5874 12 + 500 5.8942 14 + 900 5.6100 16 + 300 3.2542 18 + 700 2.6540 TP2 2.0021 6.5566 16 + 200 7.4845 18 + 850 4.5100 20 + 300 5.8900 22 + 070 3.2010 BM26 5.6412
Two level sections 75 ft apart with center heights 4.1 and 7.5 ft in fill, base width 30 ft, side slopes 2:1. Part A Compute V₂ for the data given. Express your answer in cubic feet to five significant figures. V₂ = Submit Provide Feedback Π| ΑΣΦ Request Answer vec ? ft³
i need the answer quickly