decimal

Q: Set P₁14 kN and P₂ = 9 kN. (Figure 1) Figure F z B 2 m A 1 m 2m 1 of 1 1m D

A: Given data - P1 = 14 KNP2 = 9 KN Find out - Force in the members of the truss.

Q: A three phase signal design is given below. What is the sum of the flow ratios for the critical lane…

A: Given data,phase, lane group and saturation flows are givenPhaseLane groupSaturation flows1SB3400…

Q: 5 in. 3. Design the flexural steel for a 5-inch thick simply-supported interior reinforced concrete…

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Q: Question 2) (PA.3) If cable AD is tightened by a turnbuckle and develops a tension of 1300 lb,…

A: Given: Tension in AD is 1300 lbRequired:Force in AC, AB and AE

Q: 12-87. The W12 X 45 simply supported beam is made of A-36 steel and is subjected to the loading…

A: Given:Beam is made of W12X45, and A-36 steel To determine:Deflection at C

Q: Consider a PERT Network as shown below: 1 28 30 29 4-6-8 The maximum time required for the…

A: Determine the maximum time required for the completion of project.

Q: a)      Identify the purpose of the Proctor Test. b)      List the necessary equipment to conduct a…

A: "Since you have posted  a question with  subparts more than 3, I will solve first 3 subparts for you…

Q: 350 mm 300 mm Determine direct stress and shortening of column. Given: Compressive axial load = 2000…

A:

Q: (b) AASHTO Classification Soil F G # 10 100 77 Percent Passing # 40 78 28 #200 36 8 LL 30 NP 1-…

A: A two soil F and G is given, we need to classify the soil as per Aastho Classification

Q: 3. A MSW facility is designed to handle solid waste generated by a town at a rate of 75,000 kg/d.…

A: In  MSW facility the solid waste generated by a town at a rate of 75,000 kg/d. The density of the…

Q: Determine the components of reaction at the fixed support A shown in the figure. Neglect the…

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Q: A ती A उठ compute rotation and deflection

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Q: Prob 3. (A) Draw shear diagram and determine the maximum shear force (V). (B) Determine the maximum…

A: Determinea. Draw shear force diagram and determine maximum shear force. b. Maximum shear stress at…

Q: w12x78 bridge crane runaway girder is on a simple span of 6 m. Assume that the crane wheel imparts a…

A:

Q: Is the design adequate? Provide clear and concise (and neatly presented) evidence to support your…

A: A retaining wall is given we need to find out the design is adequate or not.

Q: 7. Classify the following soils according to the AASHTO Soil Classification with Group Index (GI)…

A: Given:Required:AASHTO soil classification with group index

Q: The rigid beam BC is supported by rods (1) and (2). The cross-sectional area of rod (1) is 11 mm².…

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Q: A cubic meter of dry (no water) quartz sand (G, = 2.65) with a porosity of 60% is immersed in an oil…

A: Vt = 1 m3Gs = 2.65n = 60% or 0.60 = 0.92 g/cm3 or 920 kg/m3 Vair = 0.27 m3

Q: The following beam in a building is subjected to equipment loading (M and P), they are documented as…

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Q: A 20m Fink Truss are spaced at 'S' meters o.c. the purlins are made up of C10X20 sections and are…

A: Purlin is spaced at = 1.1967 m

Q: determine the distances x and y for equilibrium if f1=800 N and f2=1000N. (Hand written and clean…

A: Given data - F1 = 800 NF2 = 1000 N Find out - Distance x and y ?

Q: The architects specify that a cover-plated beam no greater than 16.00 in in depth be designed to…

A: Span= 28 ftlive service uniform load= 6 klfFy= 50 ksi

Q: Problem 3 Liquid in a round tank is draining out a round pipe. The term 1) -V() 2) - Vn() 3) -Vπ ()²…

A: dh/dt=??We used here  V1 = Velocity at exit = V  V2 = Velocity at top of water surface  According to…

Q: Given: wet soil sample weight 45.6 lbs volume of soil before drying 0.40 cubic ft dry sample wt.…

A:

Q: 2. Check the adequacy of an unequal leg angle 150 X 90 X 26.6 kg/m Grade S355JR steel column. The…

A: Calculate required strength of column firstRequired strength = 1.35*Dead load + 1.5*live…

Q: 2. Compute the horizontal force P required to prevent the block from sliding down the plane for the…

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Q: A W 16 x50 is used as a beans to carry a uniform we and dead load including own weight of 35.7 kN/m…

A: To calculate the maximum bending moment,Mmax = wL2 / 8where:Mmax is the maximum bending moment in…

Q: Using the method of equations, determine the reactions, normal force, shear, moment and elastic…

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Q: depth of 600mm and total depth of 650mm. It is reinforced with 4-32mm diameter bars for tension. fc'…

A: Width of the reinforced concrete beam (b): 300 mmEffective depth of the beam (d): 600…

Q: a) Determine the force in member BC of the truss and state if this member is in tension or…

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Q: uss. Each m A 300 mm². E= work. =

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Q: Determine the shear and moment throughout the beam as a function of x. 15 kN/m 4m 2 m

A: The simply supported beam is shown in the above figure. We have to determine the shear and moment…

Q: composite shaft AC is made by shrink-fitting a titanium-alloy sleeve of length L3 = 4 ft over…

A: (a) Angle of Rotation at B (θB):Using the Displacement Method, we can calculate the angular…

Q: A W 16 x50 is used as a beans to carry a uniform we and dead load including own weight of 37 kN/m…

A: The formula for the critical buckling stress (σcrit) of a compression member is:σcrit = (π2 * E) /…

Q: 1- The # blows increases as the water content increases in liquit limit test 2- Shrinkage limit is…

A: The concepts belong to soil mechanics

Q: A field was supplied with water from an irrigation tank at a rate of 120 lit/sec to irrigate an area…

A: Rate of irrigation = 120 lit/secArea = 2.5 hecDuration of irrigation = 8 hrRunoff loss = 800 m3To…

Q: Compute the net area for a pair of Ls 4x4x1/4 with one line 7/8" bolts in each leg.

A: A pair of Ls 4 x 4 x1/47/8" Ø bolts in each legTo find the net area.

Q: Draw and shear and moment diagrams for the beam.

A: Draw the shear force and bending moment diagram of the beam.

Q: A cantilever beam of length L = 60 in is made from two side-by-side structural- lbf/ft. The beam…

A:

Q: What would the thickness of an asphalt lift be, in inches, for a road section specification of 880…

A: Road section specificationweight specification =880 lb/SYFindthichness of an asphalt lift in inches…

Q: Case study The contractor received a submittal package from the curtain wall subcontractor. Per the…

A: What should the subcontractor do with the submittals prepared by the manufacturer?The subcontractor…

Q: Determine the reactions at the supports for the structures shown.

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Q: Sec. 6.1-6.3 6-1. Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A,…

A:

Q: For a given soil, the in-situ porosity is 0.35 and Gs=2.65. Calculate: a) the void ratio, b) dry…

A: Given data:Porosity (n)=0.35Specific gravity (G0=2.65

Q: Question 1: Referring to Figure 1, use the moment-area method to calculate the end rotations at…

A: Given:Required:Slope at A and BDeflection at C and D

Q: (a) What is the pore water pressure at point A (kPa), and what is the effective stress at point A…

A: Given:Required:Pore water pressure and effective stress at Astate below statement is true or…

Q: 1-For a footing located On Slope: B=4 ft, Hs=20 ft, c'=0, o'=35 deg., y=120 pcf and B=20 deg. Use…

A: To determine:Ultimate bearing capacity.

Q: Do the following: a) Calculate the percent retained and percent passing each sieve, and graph the…

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Q: 12-103. Determine the reactions at the supports A and B, then draw the shear and moment diagrams. El…

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Q: A simple beam 4.3 m in span carries a concentrated load of 304 kN at its midspan and is subjected to…

A: L = 4.4 mw = 304 kN P = 250 kN Fy = 248 MPa

Drainage of Pavements

Pavement Drainage holds ample significance, as it prevents the accumulation of water or any liquid on the surface of pavements and ensures proper drainage system. With proper design and gradual slopes provided, the water gets easily removed from the surface into the drains, which are essential during heavy rains and unusual weather conditions keeping it less prone to accidents and increasing the durability of the pavement structure.