11.26 Figure P11.26 shows a group pile in clay. Determine the consolidation settlement of the group. Use the 2:1 method of estimate the average effective stress in the clay layers.

Q: Station 12+62 (elevation = 1062.14') Station 27+10 (elevation = 1120.90') Compute the slope of the…

A:

Q: 50 15,20 88 63 15/ 20/ 48 25 L 38 75 38

A: Here, the isometric view is given, Take a view from the front where 63 dimension is given; According…

Q: 4(C). Describe how the various components of the Global Positioning System operate together to…

A: The Global Positioning System (GPS) is a space-based satellite navigation system that provides…

Q: 4. Calculate the elevation for stations along an irrigation canal. Elevation of BM1 is 646.52 and…

A: The forward and backward sights of different stations are givenThe elevation of BM1 = 646.52 The…

Q: Q7: A level instrument at a height of 1.320 m has been placed at a station having a Reduced Level…

A:

Q: 3. Calculate the Elevation of the bottom of the pipe at the given stations. 116.45 X 0+00.0 0+40.2…

A: Given: Elevation at station 0+00.0 = 116.45 Elevation at station 1+72.6 = 118.20 Required :…

Q: 17+55m Eld

A: From above given problem:  1)Types of traverse based on shape:       a) open traverse      b) closed…

Q: Find the centroid along x- axis of the shaded area. x - axis mm. O 135.4 y O 183.7 O 169.8 O 164.6…

A:

Q: Station BM3 0+00 1+00 2+00 3+00 TP1 4+50 5+50 6+00 6+70 BM4 BS 2.3 --- --- --- 2.45 --- --- ——— ---…

A: gievn :  ELEVATION OF BM1 = 305.3   B.S AT BM1 =2.3  CHANGE POINT =TP1  B.S AT TP1 =2.45  F.S AT TP1…

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: 5. ARBA BY DMD. For the and . adjusted departures shown in the accompanying tabula- tions, determine…

A: To find area of both the traverse

Q: ProBlem No. 2 FOR A GIVEN TRAVERSE. SUPPLY THE TABLE WITH THE MISSING DATA AND ANSWER THE QUESTION…

A: There are 6 lines in a traverse Those lines adjusted latitudes and adjusted departures are given.…

Q: Find Find 300 EN 30 F1= 205KN

A:

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

A:

Q: bridge located 145 m beyond station 14+00 should be   A. 01+45 B. 15+45 C. 145+35 D. None of the…

A:

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

A:

Q: 2.(a) Round-off to the nearest thousandth: 47.24445 (b) Convert the angle 186° 20' (50+y)" into its…

A:

Q: Q3- A_Calculate the coordinates of stations B and C in the traverse below, given that station A…

A:

Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: 2)Given the following set of stadia level notes. BACKSIGHT VERTICAL ANGLE ROD RDG INTERVAL (O15°45…

A: The formula to calculate the instrument height at station A is given by:height of instrument ,…

Q: 5) Convert the following angles to the sexagesimal system: 23 grad 75.245 grad 151.83 grad

A: sexagesimal system 100 grades (or. 100g) = 90 degrees (or 90°)

Q: Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude…

A: We know that, The linear error of closure- E=√((ΣLAT)^2+(ΣDEP)^2 )   By Compass Rule-…

Q: What is the back azimuth of a line has an ?azimuth 327°

A: Azimuth=327o

Q: Given the following information Distance Azimuth (m) Course Bearing Latitude Departure N 60°00' W…

A: Answer:- Latitude and Departure:

Q: SURVEY ENGINEERING A survey monument is installed at STA 12+55.25'. The monument needs to be moved…

A: Given: Current Station = STA 12+55.25’ Increase in station = 177 in

Q: AI- Departure W Latitude Line E AB ВС 65 80 CD 80 20 DE 35 95 EA 65 50 Find the (+VE) area of the…

A:

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A:

Q: Lines Bearing Distances(m) АВ N 60-30 W 68.75 ВС N 80-30 E 125.90 СА

A: Given data in question  Bearing  Distances  Closed Traverse  To find out  Angle  Distance  Note…

Q: STATIONING PC PT PC2 PCC PT2 PC3 PRC PT3 END

A: Station of end point of curve = Station of starting point of curve + Length of curve Stationing is…

Q: Refer to Figure below. Point loads of magnitude 500 KN, 750 KN, 800 KN, and D00 KN act at A C. E,…

A: We will use boussinesq equation.

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: Convert to degree minutes and seconds (DMS): -132.8043°

A: Surveying Degree Minutes Seconds

Q: 구5 200 Sind moment Resultant about Point O 125

A: A moment about a point can be defined as the product of force and distance from that point. There…

Q: STA BM1 ТР1 ТР2 BM2 BM3 TP3 BM4 ТР4 ТР5 TP6 BM5

A:

Q: 9- Calculate the direction of closing error for the following data. Line Length (m) Latitude…

A: The relative closure error or accuracy or precision of the traverse is calculated as AE/(AB+BC+CA)…

Q: - A 500 mm x 500 mm square tied column shown is reinforced with 10- 26 mm diameter bars with a steel…

A: Given:- The dimension of the column = 500 mm × 500 mm  The steel reinforcement provided = 10-26 mm…

Q: A beam has a cross-section shown in Fig. SOM-FJ-29. It is subjected to a normal tensile force, P.…

A:

Q: 3. у" — Зу' + 2у %3D 2x2 |

A:

Q: 2. Complete the mising data. UNE DISTANCE (meter). BEARING 1-2 123 4450 140.2336 146.3536 1648688…

A:

Q: compute all of the interior angles for each of the figures shown.

A: Given:Required:Interior angles

Q: Compute GCD of the following pair of numbers: 51 and 357 11571 and 1767

A: 1. For the first pair, 51 = 3 x 17 357 = 3 x 7 x 17 2.  For the second pair, 11571 = 3 x 7 x 19 x 29…

Q: Determine static indeterminacy

A: Given data : Total number of external support reaction (R)=3+3+3=9 Number of member (m)=3 Number of…

Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

A:

Q: 1) Find, the unknowns ("aaa" through "ggg") in the table of dlosed traverse starting from BM and…

A: Rise =aaa=1.672-1.245=0.427

Q: Block B rests upon a smooth surface. If the coefficients of static and kinetic friction between A…

A: Given: The coefficient of static friction between A and B is 0.4. The coefficient of kinetic…

Electrical Plans

An electrical plan is also known as an electrical drawing or a wiring diagram. It is a kind of visual representation which bears the blueprint symbols of all the electrical components in electrical house plans or various building construction projects. In other words, electrical plans describe electrical circuits and systems that build up the electrical house plans or building plans. An electrical engineer who works on various construction projects creates an electrical drawing. The engineer outlines the electric planning with different symbols and lines forming a detailed electrical circuit. These drawings are a means of representation for the clients, who will carry out the actual wiring process. In a nutshell, an electrical plan showcases the circuitry with the proper placement of electric components.