Determine the quantity of seepage across the entire wall per day
Q: A solid shaft has to transmit 50 kW of power at a speed of 1910 RPM, Ignore any possible bending of…
A: Given:- P = 50 kW = 50 × 103 W N = 1910 RPM τ = 80 MPa = 80 × 106 N/m2 Find the minimum diameter…
Q: A Prandtl tube (Pitot-static tube with C = 1) is used to measure the velocity of water. The…
A: Given Data Coefficient of velocity (Cv) = 1 Differential Manometer reading (x) = 10 mm Manometer…
Q: For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam…
A:
Q: A certain sum of money draws interest compounded continuously. If at a certain time there is an…
A:
Q: The frame shown in the figure is composed of rigid members and is pin supported at A, B and C.…
A:
Q: A tidal model has been made with horizontal scale ratio of 1: 7000 and vertical scale ratio of 1:…
A:
Q: A rectangular gate 6 ft tall and 5 ft wide in the side of an open tank is held in place by the force…
A: Given Hgate=6ft Bgate=5ft To find (a)h (b)R (c)F
Q: A 800N package is supported by two cables and a rod as shown. 1600mm 600mm. 600mm B 1800mm 1200mm…
A:
Q: Question 1 Check that the medium-term load of 38 kN applied to the spaced column shown in below…
A:
Q: Q2 A flexible pavement is constructed with 5 inches of hot mix asphalt wearing surface (material…
A: Flexible Pavement: Flexible pavement is made out of a bituminous material surface course and basic…
Q: Three reservoirs are interconnected as shown. Calculatethe discharge in each pipe.
A:
Q: Given Beam Data: Slab Thickness, t=175 mm Effective Depth, d = 300 mm Width of web, bw=250 mm…
A: Given: t = 175 mm d = 300 mm bw = 250 mm fc = 24 MPa fy = 415 MPa b = 600 mm
Q: A simple supported floor joist with a section shown has a span length of 4.3m. The total dead load…
A:
Q: Situation 7 Refer to FIGURE-1. For shear and moment calculations, use the NSCP Coefficients Section…
A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…
Q: Problem 1 Calculate the specific discharge velocity, v, in the permeable layer given H = 3 m, H₁ =…
A:
Q: A one-day rainfall of a 25 cm at Davao City was found to have a period of one century.Calculate the…
A: To solve this problem, we can use the concept of return period and the Gumbel distribution. The…
Q: In general, the greatest evaporation losses from the canopy would result when: ( please…
A: Evaporation loss- It is the loss of water that occurs due to process of evaporation.
Q: Greg is planning a trip around the world in 5 years. If the trip is going to cost $15,500 dollars…
A: Given- Initial amount P=$5000 Nominal interest rate=24% compounded monthly time t=5 years Total…
Q: What is the title of the research article?
A: It has asked to "name the title of research article"
Q: 10 KN I 2 m 5 KN/m ▬▬▬▬▬▬▬ 21 B 2 m C 3. Using Castigliano's Theorem Method, compute the slope of…
A:
Q: Q2: The average decline of the potentiometric surface in a confined aquifer over the period of 20…
A: To determine the average annual rate of released water from the aquifer, we need to use the…
Q: 1. Find the properties of equal-leg angle bar 150 x 50 x 6.0 in metric. 2. Find the full section…
A: 1. The properties of Equal-leg angle bar 150 x 50 x 6.0 in metric: Width (b) = 150 mm Depth (d) =…
Q: A 16 ft long Hem Fir, Select Structural Grade 8 x 12 shrinks 1/16" in length under an axial…
A:
Q: At an axial load of 26 kN, a 35-mm-wide by 15-mm-thick polyimide polymer bar elongates 2.9 mm while…
A: Answer (a) We know that Modulus of Elasticity is given by E = σε σ = stress σ = loadArea…
Q: Water flows at a rate of 0.011 m³/s in a horizontal pipe whose diameter increases from 6 to 11 cm by…
A:
Q: A field measures 40 hectares. When 8 cumecs of water was supplied for 6 hours, 30 cm of water was…
A:
Q: An A36 W14X605 simply supported steel beam with span L=14.6m carries a concentrated service liveload…
A: In order to calculate the maximum service concentrated load PLL we need to equate Moment Moment on…
Q: Situation 1: Given the cross section of an earthwork between stations 10+100 to 10+200. Assume both…
A: Considering the following diagram for station 10+000
Q: Reinforced concrete pavement is laid in 12m long rectangular sections. For expansion reasons a…
A: Following are the given information. Original length, L=12 m Coefficient of thermal expansion,…
Q: column measuring
A: Given data- Young's modulus Es = 200Gpa Ec = 15 Gpa Cross section area of column (A) = 25 cm * 25…
Q: Calculate the computational degrees of freedom and judge the types of the system. A F H www B E C D…
A:
Q: P9.4. Compute the reactions for the beam in Figure P9.4. El is constant. Use support B as the…
A: Reference : Structural Analysis, Computation of reactions Given data : UDL acting on beam AC To…
Q: A tidal model has been made with horizontal scale ratio of 1: 7000 and vertical scale ratio of 1:…
A:
Q: How to solve the rainfall intensity in the table?
A: Given Data Determine a. Maximum incremental depth (mm) b. Maximum intensity (mm/hr)
Q: COMPLETE THE STATEMENTS BELOW. TYPE YOUR ANSWERS IN THE BOX. Refer to the figure shown. Given a…
A: Given Data Determine 1. In collapse-2, Y1 = ? θ 2. In collapse-2, Y2 = ? θ 3. In collapse-2, Y2…
Q: simply supported on a span of 7.5 m. and pre tensioned with one tendon in each stem with an initial…
A:
Q: 8-15. Determine the vertical displacement of joint C. Assume the members are pin connected at their…
A: To determine the vertical deflection at point C. Even if the truss is not externally determinate. We…
Q: Using the Laws of Static Equilibrium determine Reaction Left and Reaction Right
A:
Q: The force applied at the handle of the rigid lever causes the lever to rotate clockwise about the…
A: given angle of rotation at B = 2 degree clockwise to find strain in each wire
Q: Consider the column section below. It has eight #9 bars. The material properties are as follow…
A: Firstly, we must determine the nominal moment capacity of the column in order to determine the…
Q: he effect of creep and shrinkage of concrete and relaxation o tress-strain relationships for the…
A: The change in length to original length is known as strain.
Q: What is the coefficient of volume change (using change in void ratio method) for pressure range 100…
A: Given:- Change in effective stress, ∆σ = 100 kN/m2 Initial void ratio, e0 = 1.121 Change in void…
Q: 3.2. FIGURE 3 below shows a light horizontal beam ABCDEF of a uniform cross-section, loaded as shown…
A:
Q: Show min weld strength (kips/in) of the nominal size of the fillet weld from 1/8" to ¾” with SMAW.…
A: To determine the minimum weld strength (kips/in) of a fillet weld, we need to consider the size of…
Q: The beam shown requires two plastic hinges for its collapse mechanism. y = 120 W₁ = Mp (40) The…
A: Answer (1) We know that required number of plastic hinge in a structure for its collapse is given…
Q: *9-40. Determine the slope and displacement at point A. Assume C is pinned. Use the principle of…
A:
Q: W HAS THE FOLLOWING PROPERTIES. f’c =30 MPa, fc=13.5 MPa, fy=400 MPa, fs=200MPa. DETERMINE THE…
A: The acceptable limit for the safety and serviceability requirement of a structure of element before…
Q: Calculate the total discharge throughout the section presented below, based on the measurements…
A:
Q: A solid circular shaft, under pure torsion, develops maximum shear stress of 10 MPa on the surface.…
A:
Q: Tutorial question No.1 The results of a consolidated-drained triaxial test conducted on normally…
A: Given Data Consolidated drained triaxial test Confining stress (σ3) = 250 kPa Deviator stress (σd)…
Seepage around a retaining wall is shown in the figure below. The hydraulic conductivity of the sand is 1.8 x 10-5 cm/s. The retaining wall is 20 m long. Determine the quantity of seepage across the entire wall per day
Step by step
Solved in 2 steps with 2 images
- pls show manual solution thank youeasy solutionSituation 5: The compound bar, composed of the three segments shown, is initially stress free. Compute the stress in each material if the temperature drops 25°C. Assume that the walls do not yield and use the following data: A (mm²) a (/*C) E (GPa) Bronze segment 2000 19.0 x 10-6 83 Aluminum segrnent 1400 23.0 x 10-6 70 Steel segment 800 11.7 x 10- 200 - 500 mm→- 400 mm- 800 mm Aluminum Steel Bronze 17. Compute the stress in the bronze bar a. 31.6 MPa (T) b. 31.6 MPа (С) 18. Compute the stress in the aluminum bar. а. 45.1 MPа (Т) b. 45.1 MPa (C) 19. Compute the stress in the steel bar. 79.0MPA (T) 79.0MPA (C) 13.6 MPa (T) 13.6 MPa (C) c. d. 54.1 MPа (Т) 54.1 MPa (C) с. d. a. C. 97.0 MPa (T) b. d. 97.0 MPa (C)
- 10. The compound bar, composed of the three segments shown, is initially stress-free. Compute the stress in each material if the temperature drops 25°C. Assume that the walls do not yield and use the following data: A (mm²) a (FC) E (GPa) Bronze segment 2000 19.0 x 10- 83 Aluminum segment 1400 23.0 x 10 70 Steel segment 11.7x 10 SUMMARY OF ANSWERS s00 200 OBranze MPa - 800 mm - -500 mm- +400 mm→ MPa Oalum Osteel MPa Bronze Aluminum Steel1) Identify the Yield Strength of the material using a 0.2% Offset lineGG-36 IGG-36 AY G00x/00 600x/00 ( COLUMN ( COLUMN COL LC L1 L2 0.75 LC OR 0.25 L1 (GREATER GOVERNS) 0.25 L2 OR 0.25 LI SPLICE ZONE FOR (GREATER GOVERNS) GIRDER TOP BARS 0.25 L1 OR 0.75 LC 0.25 L2 0.25 L1 OR 0.25 L2 (GREATER GOVERNS) SPLICE LENGTH SEE TABLE A2 SPLICE LENGTH SEE TABLE EQ. EQ. TOP BARS AT SUPPORT EQ. EQ. CONTINUOUS WEB BARS -TOP BARS AT CANTILEVER'S DISCONTINUOUS END TOP BARS AT SUPPORT TOP BARS AT MIDSPAN TOP BARS AT MIDSPAN EQ. EQ. EQ. ED NO SPLICE SHALL BE ALLOWED 2d FROM THE FACE OF THE SUPPORT 2d Вотом BARS AT SUPPORT BOTTOM BARS AT MIDSPAN Воттом ВARS AT MIDSPAN 2d NO SPLICE SHALL BE ALLOWED 20 FROM THE FACE OF THE SUPPORT 0.165 L1 ВОТОМ ВARS AT CANTILEVER'S DISCONTINUOUS END ВОTTOМ BARS AT SUPPORT 50mm MAX. AT SUPPORT 0.165 L2 HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE HOOP REINFORCEMENT SEE SCHEDULE DISCONTINUOUS FREE END CONTINUOUS END "A" OR "B" (SEE REMARKS) CONTINUOUS END "A" OR "B" (SEE REMARKS) DISCONTINUOUS END A1 Omm TYP. GG-131…
- An exterior beam, located in Toronto, with a rectangular cross section has a width of 1000mm, height of 1300mm and consists of 12-35M bars, and 10M stirrup. Given that the spacing between the bars is 50mm, how many layers would you need to fit the bars in? f'c = 25 MPa fy = 400 MPa Es = 200GPa Maximum aggregate size: 20mm Minimum required Width value = Blank 1 mm # of layers = Blank 2Some types of cementitious materials can set while exposed to water. True or false?Discuss Sulfate Attack on Concrete