2.) The figure shows the schematic arrangement of a • differential level route from BM1 TP; to BM2. TP1 a.) Arrange the diagram into tabular form 10875 7035 $821 b.) Graph the profile of the ground c.) Determine the difference in elevation between TP1 & TP2. BM, EL 33.971 TP3 d.) Determine the difference in BM, elevation between the highest 7977 9736 3 560 7.186 and lowest point. e.) Determine the difference in elevation between BM1 and BM2. 5.741

Q: Given the following level section notes for stations 1+120 and 1+160: 1+120 | 6.6 | 0 | 7.6 | 0.8 |…

A: Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: A Pl at 38+00.00 with a left deflection of 72°00'00" L. Given: Compound curve begin at station…

A:

Q: 2. The center height of the road at station 7+ 110 is 2m fill while at station 7+ 160 it is 1.2m…

A: slope The slope is calculated as the ratio of vertical change to horizontal change between (any) two…

Q: A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 164.657 m, 180-m curve, stakeout…

A:

Q: The net splitting area in the road section below is 25.5 m2 that the points A and B are Coordinates…

A:

Q: Same situation as provided in the question in the image shared. Suppose the spiral curve is…

A: Given data: Length of the spiral curve=230 ft Normal crown rate = 2.5% Design Speed, V = 50 mph…

Q: A and B are the two points on the opposite banks of a pond. To continue the line past this obstacle,…

A:

Q: wo cross section is having the same base of the roadway which is 6 meters long. Point A in station…

A: The total distance from station A to station B: Point A 1 +800 = 1.800 km = 1800 m Point B 1+980 =…

Q: signment 5: Horizontal Curve Calculation: ation +26 3+00 7+00 5+00 5+68 = Station 18+26 signment 6:…

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Q: Determine the stationing of point B of a 6° curve. The length of line 1A is 807.6ft and line AB is…

A:

Q: 'are intersected by S

A: su is horizontal and o , r , q is on another plane so i think opq inyersects su

Q: Compute the slope at point C.

A: Use moment area method

Q: DOUBLE-RODDED LEVELING. Set up and complete the level the notes notes for a double-Iodded 1ine from…

A:

Q: Given a compound curve 1₁ = 24.20°, 12 = 35.16°, D₁ = 6.08° ; D₂ = 4.43°. Compute the stationing of…

A:

Q: Q/ on the (+ profile) vertical vertical curve. The table below represents the reading of the ruler…

A: Station back sight Intermediate sight Fore sight height of instrument  elevation Remark 0+00 4.365…

Q: Vertical Curve Given: g1 = +4% g2 = -2% BVC Station = 12+00 BVC Elevation = 120.00' L = 800.00' What…

A:

Q: Is the formula for Cc = 0.007(LL-10) ?

A: I have explained which formula is used in that given problem  Please go through it i have also…

Q: 450 feet g1 = - 3.00% g2 = +1.50% VPI station = 66 + 50 VPI elevation = 560.00 feet Station giX rX/2…

A: Given data L=450feet g1=-3.00% g2=+1.50% VPI station =66+50 VPI elevation=560.00feet

Q: 1. In the following horizontal curve, if the BC is at Sta 1+50, and the EC is at Sta 3+95: ЕС PI BC…

A:

Q: Determine the value

A: Data given     station in point A = 1+1800      side slope = 1:1

Q: Station P.V.C. = 32.50 m, and Station P.V.I. = (12 +50) gi=+ 2.8%; g =- 2%;L Calculate the elevation…

A:

Q: A-2.50% grade meets a +1.75% grade at station 44+25 and elevation 3386.92 ft, 400-ft curve, stakeout…

A: Length, PVC station, Elevation of PVI, To find:           (A) Elevation at the low point of the…

Q: At station 6+240 the center height of the road is 2.4m fill while at 6+300 is 1.8m cut. The ground…

A:

Q: H.W: - A profile of a road where grade elevation starts with (25.00 m) at stat. (12+00) and an…

A: Given data, Station 12+00 13+50 14+00 16+00 Ground elevation (m) 29.20 28.00 25.80 27.40…

Q: Width U/S of dam = 49.3 , length of spillway = 23.8 , head above crest = 5.5 if approach velocity…

A: Solution: Given: Width of the dam (W)=49.3 Length of Spillway (Ls)=23.8 Height above crest (Hc)=5.5

Q: From the station 10+100 with center heights of 2 meters in fill, the ground makes a uniform slope of…

A:

Q: Given: g1 = - 2% == g2 = + 3% BVC Station = 16+50 BVC Elevation = 112.00' L = 400.00' What is the…

A: The answer is 18+10.

Q: Q1: - Compute the elevations of main and full stations on vertical curve, if sta. P.V.C.= 35+40, L =…

A:

Q: w.S. 4m 2m B 2m 2m

A:

Q: Horizontal Curve Given: Radius (R) = 1500.00' Delta (A) = 10°-20'-40" External (E)=? O 6.57' 6.01'…

A:

Q: B 1 F E

A: Data given:Bearing AB = 15ο0'00"Bearing EF = 265ο0'00"Co-ordinates of B = EB, NB = 624.3,…

Q: Vertical Curve Given: g1 = + 4% g2 = -2% BVC Station = 12+00 BVC Elevation = 120.00' L = 800.00'…

A:

Q: IOT is the vertical distance between which of ?the following two curves Recession curve and storage…

A: IOT stands for Infiltration Opportunity Time or Intake Opportunity Time.

Q: Given the following level section notes for stations 1+160 and 1+180: 1+160 a) What is the roadbed…

A: Since you have posted a question with multiple sub-parts, we will solve first three subparts for…

Q: H.W: - 5 Compute the elevations of full stations on vertical curve, if station P.V.I.=13+70, L=500m,…

A:

Q: Width U/S of dam = 48.7 , length of spillway = 9.2, head above crest = 10.3 if approach velocity…

A: Head above crest (Hac) = 10.3 m  length of spillway (L) = 9.2 m  width of u/s of dam (w) = 48.7 m

Q: PROBLEM 4 AT STATION 3+023, THE CENTER HEIGHT OF THE ROAD IS 1.65M FILL, WHILE AT STATION 3+068 IT…

A:

Q: -7% 4% Determine arting from PC to PT. Tabulate your answ Dow solutions.

A:

Q: Q6) find the area of triangular where ABC of point A(1, -1, 2) B(2,0,-1) C (0,2,1) (1) point

A:

Q: 1. Draw the profile of the following vertical alignment: Grade -1.5% Line Length 195.6 m 197.43 m L1…

A: Calculate the algebraic change in slope direction and tabulate them A1 -1.5-3.0 4.5 A2 3.0--2.0…

Composite Construction

Composite construction is the construction of structures in which two or more materials are used. Regarding structural engineering, composite construction is a construction where two materials are bound together in a technical manner such that both the materials act as a single unit to carry and transfer the load. The motives of composite construction are to increase the structural strength, make structures more aesthetic, and provide a sustainable environment.