4. What is AASHTO's recommended deceleration rate (ft/s)?
Q: B. Circular Arch 0=45% w = 4 kN/m hinge r=20m
A:
Q: Please discuss these values and answer the questions (Soil Laboratory)
A: Given data in question Water content 24.12% Mass of container 6.5 gm Mass of container +wet soil…
Q: A certain R.C short column with 300 mm square cross-section is made of M 20 grade concrete and has 4…
A: Given- R.C short column, 300 mm square cross-section, M20 grade concrete, 4 numbers - 20 mm…
Q: 4m 100 kN/m 2.5 m 91 kN 2.5 m E 55 KN 2.5 m 2.5 m
A: Given data : Determinate beam with pinned and roller support at A and F respectively Find : Axial…
Q: Problem 1: The compound beam consists of three segments that are pin connected at B and E. Determine…
A: As per company policy we can only answer first question Kindly post other question as seperate…
Q: 8.1 In the following diagrams, identify which column has spiral and which one has tied transverse…
A: Solution: Columns are considered one of the important sub-structures in the construction industry,…
Q: The change in head across a small turbine is 10 m, the flow rate of water is 1 m³/s and the…
A: Given data: Head length, h = 10 m. Flow rate, Q = 1 m3/s Efficiency, η=0.8 Density of water, ρ=1000…
Q: Situation 2 An object with a shape of a cube with 280mm on each side, and weighing 425N is lowered…
A:
Q: Slender columns can experience lateral movement at mid-height (bowing) that causes ? bending stress…
A: Slender column is a long column that failed by buckling or excessive lateral bending. Shear stresses…
Q: I just need help finding the normal depths for the Subterranean Channel, the mannings number is…
A: Given, n = 0.0125 So = 0.17
Q: A point on the real soil element is represented by a plane on the corresponding Mohr circle. True…
A: Given Statement: A point on the real soil element is represented by a plane on the corresponding…
Q: 11. A W14x132 A992 column has an effective length of 36 ft about both axes. Determine the available…
A: Given Column W14× 132 Effective length of column in both axes= 36 ft
Q: A concrete beam of rectangular cross-section of 200 mm × 400 mm is prestressed with a force of 400…
A: Given a concrete beam with rectangular cross sectional area. The eccentric prestressing force can be…
Q: 11.4 Modulus of elasticity, modulus of rigidity, and Poisson's ratio are interrelated. (a) Calculate…
A:
Q: resultant force R exerted on the gate by the water pressure i
A:
Q: Find the external reactions at supports A (hinge) and N for the structure shown in the figure…
A: Given data:
Q: From the figure shown which of the following gives the best outside diameter in increments of 2mm. D…
A: Given: D = 875 kN L = 1450 kN Fy = 290 MPa Thickness of the pipe, t = 12 mm Length of the column. L…
Q: TABLE 9.5(a) - MINIMUM THICKNESS OF NONPRESTRESSED BEAMS OR ONE-WAY SLABS UNLESS DEFLECTIONS ARE…
A: Minimum girder depth as per ACI
Q: Utilizing the method of double integration, Solve for the: deflection @B deflection @ D slope at L…
A: Given : Determinate beam with fixed end at A and Roller at B. Find : Slope at B on both sides and…
Q: 7 A floor truss is loaded as shown. Determine the force in members CF, EF, and EG.
A: Given: A truss with loading on it Required: Force in member CF, EF and EG
Q: Situation 3. Determine all the member forces using any method. Indicate if (T) or (C). Tabulate your…
A:
Q: difference between stratified sampling and cluster sampling methods
A: difference between stratified sampling and cluster sampling methods:
Q: In highway design, curves are deliberately provided even on a straight route to break the monotony…
A: Curves are provided to change the alignment and introduction of gradual alignment. But on straight…
Q: SITUATION 3. The perpendicular distance between two parallel tangents of a reversed curve is 8m. and…
A:
Q: Please write a report about (Setting out Right angles) by using tape. Introduction Procedure Aim…
A: Setting out Right Angles: Introduction: While setting out a building plan, it is usually made up of…
Q: Pa and fy = 400 MPa. Check the state of the section and determine the s d by the bending moment, M =…
A: Given:-dimensions=250*635d=584mmf'c=28MPafy=400MPaM=61kNmAs=1516m2To find:-state of sectionstress
Q: The following diagram shows a partial floor framing plan of an elevated walkway building connecting…
A:
Q: he beam in Fig QS4 shows a beam carrying distributed and point loads. Using Virtual Work Method: a)…
A: Given: A beam with loading on it Required: Slope at A Deflection at D
Q: SITUATION 4. The length of curve of a simple having a degree of curve 4° is equal to 210m. Compute…
A:
Q: 4) A precast T beam with the dimensions shown below is to be a used as a bridge over a small…
A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…
Q: Question 4 Consider the truss shown below. Determine the horizontal displacement of joint C if…
A: Horizontal displacement of joint C
Q: For the angular section shown is used as a tension member. Fy = 275 MPa, Fu = 480 MPa and diameter…
A: Answer we are given L 89 x 89 x 9.5 fy = 275 Mpa Fu = 480 Mpa bolt diameter = 22 mm bolt hole =…
Q: Example: Flow field: π = x + x (x-1) (y +¹) F at (0,0). 1.) Find acceleration 2.) Plot streamline…
A: Data given Flow field , u → = xi→ + x(x-1)(y+1)j→ Find : Acceleration at (0,0) Plot stream…
Q: Given A vane field test was performed in a layer of soft clay. The vane tester had a diameter of…
A:
Q: The peak discharge for a circular culvert was found to be 1.25 m^3/s. It has been determined that a…
A: Given data: circular culvert y=0.75D Q=1.25 m3/s V=1.5 m/s
Q: A six-lane divided highway is to be designed to replace an existing highway. The present AADT (both…
A:
Q: 4 m 100 kN/m 2.5 m 91 kN 2.5 m Subject: Civil Engineering / Theory of Structures Question: Compute…
A:
Q: If the 49- kg crate starts from rest and travels a distance of 8 m up the plane in 6 s, determine…
A:
Q: 23.25t-3.38t², where x and y are in millimeters and the time t is in seconds, beginning from t = 0.…
A:
Q: Situation 1. Determine ALL the member forces using Method of Joint. Determine if it is under Tension…
A:
Q: A flow is described by the flow field of V = A(1 + Bt)î + Ctyĵ, where A=1 m/s, B=1 s-¹, and C=1 s².…
A: Stream Line: A streamline is a line that is perpendicular to the direction of the current velocity…
Q: Is this right because the answers is different?
A: Given: L= 7meter H1= 1meter H2= 3meter a= 1meter b= 3meter F1= -10kN F2= 6kN P1= -3kN/meter P2=…
Q: Discussion: Answer the following questions by referring to the relevant Standards and textbooks. You…
A: To discuss the result and explain
Q: 4m 100 kN/m 2.5 m 91 KN 2.5 m Subject: Civil Engineering / Theory of Structures Question: Compute…
A:
Q: ENGINEERING MECHANICS (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND FBD LEGIBLY. NO…
A: To find the reaction R1,R2,R3
Q: g vertical curve has a -3% down grade followed by a +3% upgrade. the design height of the headlight…
A: SSd=423ft h'=2ft to find length of sag curve
Q: If a surveyor measured the azimuth angle of line AB as 60°23' and the angle ABC (shown by B) as…
A:
Q: a) Describe the hydrologic cycle. Where is water found and stored on the planet Earth? How does it…
A: The material movement of water across the surface of the Earth is described by the hydrologic cycle,…
Q: Please help solve Quiestion 3 part A
A: Given data in question Load 60 kN Length 18 m Internal hinges To find out Indeterminacy Note Ds=…
Q: At time t = 17 s, the velocity of a particle moving in the x-y plane is v = 0.14i + 2.92j m/s. By…
A: Given data: v = 0.14i +2.92j m/s v = 0.01 I + 2.82 j m/s Time interval = 17.3-17 = 0.3 sec
only do question 4
Step by step
Solved in 2 steps
- An old equal-tangent crest vertical curve was designed with a PVI at station 117+45 and elevation of 960 ft., and a PVC at station 110 + 85 and elevation of 927 ft. If the highest point on the curve is at station 117 + 65, what is the maximum safe design speed for this curve? (explore and report your answer in 5 mph increment) [hint: Use design tables. But this time, find the speed based on K]You are asked to design a horizontal curve for a four-lane road. The road has 12-ft lanes. Due to expensive excavation, it is determined that a maximum of 42 ft can be cleared from the road’s centerline toward the inside lane to provide for stopping sight distance. Also, local guidelines dictate a maximum superelevation of 0.08 ft/ft. What is the highest possible design speed for this curve?A Sag Vertical Curve is to be designed to join a -3% grade and a +1.5% grade. If the design speed is 65kmph. Using the AASHTO 2011 Standard, determine the following: a. Stopping Sight Distance Uphill? b. Stopping Sight Distance downhill? c. Based on the stopping sight distance (whichever is greater of A and B), compute the minimum length of curve? d.What is the minimum length of curve for driver 's comport criterion? e. What is the minimum length of curve for general appearance criterion? f. What would be the designed Minimum Length of Curve?
- A spiral easement curve has a length of 100m with a central curve having a radius of 310 m. The width of the road is 10m and design speed is 81 kph? a) What is the throw? (in meters) b) What is the spiral angle at the endpoints? (degrees) c) What is the spiral deflection angle at the endpoints? (in degrees) d) What is the superelevation at the central curve? (in meters) e) What is the offset distance from the tangent to the 3rd-quarter point of the spiral? (in meters)A sag vertical curve is to be designed to join a -4% grade to a +2% grade. If the design speed is 45 mi/h, determine the minimum length of the curve that will satisfy all criteria. Assume a = 11.2 ft/sec2 and perception-reaction time t = 2.5 sec. Use g = 32.2 ft/sec2You are asked to design a horizontal curve for a two-lane road. The road has 12 ft lanes. Due to expensive excavation, it is determined that a maximum of 34 ft can be cleared from the roads centerline toward the inside lane to provide to provide for stopping sight distance. Also, local guidelines dictate that a maximum superelevation of 0.08 ft/ft. What is the highest design speed possible for this curve?
- Calculate the stopping sight distance over the crest of a 450-m vertical curve with a plus grade of 5.6 percent and a minus grade of 3.2 percent.Design a vertical summit parabolic curve connecting two tangent grades, a 5% grade intersecting a -3.4% grade at station 1 + 990 with an elevation 42.30 meters. The parabolic curve shall conform with the following safe stopping sight distance requirements. Design velocity = 60 kph Height of driver’s eye from the road pavement = 1.37 meters Height of an object over the pavement ahead = 100 mm. Perception/reaction time = 0.75 second Coefficient of friction between the road pavement and the tires = 0.15 Determine the following: Stopping sight distance The length of the curve The elevation of the highest point on curve.1. A parabolic curve has an ascending grade of 4% which meets a descending grade of 3% at sta. 1+ 180 whose elevation is at 320 m. Compute the elevation of the PVT(point of vertical tangency) if the length of the curve is 280 m 2. The driver of a car traveling at 65 mph saw an obstruction ahead. If the reaction distance is 72.2 m, compute the reaction time.
- A spiral easement curve has a length of 100m with a central curve having a radius of 360 m. The width of the road is 10m and design speed is 86 kph? a) what is the superelevation at the central curve? in meters b) what is the offset distance from the tangent to the second-quarter point of the spiral? in meters NEED ASAAAPThe data given for a vertical sag curve on a roadway plan and profile sheet are as follows: PVI station @ 32+11.61, PVI elevation =54.18 ft, back tangent gradient g1 =- 4.00 percent, forward tangent gradient g2 = + 7.00 percent, and length of curve L= 600ft. Determine the curve elevations at half-station intervals along the curve, and compute the station and elevation of the lowest point.An easement spiral curve has a design speed of 110 Kph. The radius of the central curve is 365 m with a permissible super elevation of 0.06. Determine the Following: a. Centrifugal acceleration so as not to cause discomfort to the driver in m/sec3. b. Length of the transition curve to limit the centrifugal acceleration. c. Length of the short tangent of the transition curve.