Obtain the moment-curvature relationship of given cross- section through the points of cracking of concrete, yielding of reinforcing bars and crushing of concrete. a) For beam section(N=0)
Q: awing 18 kW of electric power while pu nd outlet diameters of the pipe are 8 c easured to be 250 kPa…
A:
Q: The rod is loaded as shown in the figure. Using d1 = 1.0 in, d2 = 0.4 in, and P = 4700 lb, find the…
A: Given data - D1 = 1 in D2 = 0.4 in E = 29000 ksi P = 4700 lb Find out - Total elongation in bar ?
Q: Draw the shear diagram for the following beam
A: Draw the shear force diagram for the following beam.
Q: A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape…
A: An overhanging beam is loaded with uniformly distributed load and two point loads at different…
Q: Determine the x- and y-coordinates of the centroid of the shaded area. Assume a = 2.5b, c = 2.0b, d…
A:
Q: The bent rod is supported at A, B, and C by smooth journal bearings as shown in (Figure 1). Figure…
A:
Q: Grades of g1 = -1.50% and g2 = +2.50%, VPI elevation 750.00 ft at station 30+ 00. Fixed elevation…
A:
Q: 4-33. Draw the shear and moment diagrams for the beam. 600 lb/ft 6 ft -12 ft Prob. 4-33 B
A:
Q: The coefficients of permeability for a sample of soil are, kx = 8x10^-4 cm/s and ky = 8x10^-5 cm/s.…
A: Permeability of soil in x and y-direction
Q: 4-38. Draw the shear and moment diagrams for the beam. 50 lb/ft 20 ft Prob. 4-38 B 200 lb-ft 10 ft-…
A:
Q: A steel penstock has a 36-in. outer diameter, a 0.5-in. wall thickness, and connects a reservoir at…
A: Given:Outer diameter= 36 inchthickness= 0.5 inchh = 600 ftRequired:Maximum normal and shear stress
Q: Base on the Conjugate beam. Determine the corresponding deflection at the free end of the given beam…
A: A cantilever beam is loaded as follows
Q: • A hydraulic model of a spillway is constructed with a scale of 1:16. If the prototype discharge is…
A:
Q: Q3// A culvert used to carry irrigation water has to transport a flow of 995 gpm and maintain a…
A:
Q: Problem 2 The King-Post structure shown has a beam and three truss members. E = 29000 ksi, I = 400…
A:
Q: diversion gate backs up flow in a 5-ft wide rectangular irrigation channel (S0 = 0.001, n = 0.015).…
A: A diversion gate backs up flow in a 5-ft wide rectangular irrigation channel (S0 = 0.001, n =…
Q: Problem 3 The beam shown below is subjected to the loads shown in the figure. Use the moment-area…
A: EI = ConstantDetermine the displacement at point C using moment-area method.
Q: A contractor excavates 10,000 m3 soil at moist unit weight of 17.5 kN/m3 and moisture content of 10%…
A: Given data,Volume=10000 m3moist unit weight of 17.5 kN/m3project has an area of 20,000…
Q: Q.1 Determine the slopes and deflections at B and C of a cantilever beam shown in Fig., by Moment…
A: Given:Required:Slope and deflection at B and C
Q: What is the maximum discrepancy allowed between the difference of Grid and Geodetic distance in…
A: The maximum allowable discrepancy between the difference of grid distance and geodetic distance,…
Q: The gas storage tank is fabricated by bolting together two half cylindrical thin shells and two…
A: p = 2.1 MPadB = 25 mm = 250 MPaD = 4 m or 4000 mm
Q: The X and Y coordinates (in feet) of station Shore are 654,127.06 and 394,087.32, respectively, and…
A: X coordinate of station shore, Y coordinate of station shore, X coordinate of station rock, Y…
Q: Select the most economical C-shape of A36 steel to be used as a 21-foot-long tension member. The…
A: L = 21 ftPDL = 100 kipsPLL = 120 kipsdb = 3/4 indbo = 3/4+1/8 = 0.875 inFy = 36 ksiFu = 58 ksi
Q: parabolic sag curve has a length of 180m. The tangents are -2% and 4% respectively. Determine the…
A: A construction survey is used to determine or designate the ideal position of the engineer's…
Q: P8.2 A copper wire of diameter d = 2 mm is coiled around a spool of radius r. The elastic modulus of…
A: Given data,diameter of coil (d) = 2 mmelastic modulus of copper (E) = 117 GPa Yield strength = 310…
Q: A water supply company has delivered an annual quantity of 90,000,000 m3 to a city of 1.6 million…
A:
Q: Determine the reactions at the supports A and B and Draw a free body diagram
A: We have to determine the reactions at supports A and B
Q: Please
A:
Q: 1. Using the method of joints, determine the force in each member of the trusses shown. State…
A: To find force in all the members of the truss
Q: Consider the pipe assembly in (Figure 1). F₁ = {30i +35j - 30k} N. F₂ = {60i 10j - 25k} N. Figure…
A:
Q: no prospects for extensive de pply for the community. The grea of 2.590 km and its fo I'the river…
A: i
Q: 9-21. Determine the reactions at the supports. Assume A is fixed and the joint at B is rigid. EI is…
A:
Q: Problem 13.12 The 49-mm-diameter C86100 bronze rod is fixed supported at A and has a gap of 2 mm…
A:
Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…
A: E = 4000 Kips/in.2 Determine the vertical deflection and slope at B and C. Determine the minimum…
Q: The 5-m-long tube is made of an elastic perfectly plastic material as shown in the figure below…
A:
Q: 5. You are asked to design a single media filtration system for a drinking water facility. The…
A: Flow rate, Filter velocity, Surface area, Effective size, Uniformity coefficient, Grain density,…
Q: Given that P₁ = 5N is applied to joint D, P2 5N is applied to joint C, P3 = 5N is applied to joint…
A:
Q: Describe the potential implications of persuasive technology in the field of smart cities and urban…
A: Influencing Sustainable Behaviors:Environmental Awareness: Persuasive technology can enhance…
Q: A heating plant for a large medical campus requires 5506 MBH (1MBH \= 1,000,000 btuh) of heating…
A: Given:Let's first convert the heating capacity from MBH to Btuh:Simplify the heating capacity as…
Q: 9-7. Determine the reactions at the supports A, B, and C, then draw the shear and moment diagrams.…
A:
Q: Estimate the uplift pressure under bottom left corner of this dam If the entire dam sits 6ft below…
A: Find the hydraulic head as follows:
Q: Determine the moment of inertia of the cross- sectional area of the beam about the y axis 717mm 25…
A:
Q: 9-14. Determine the reactions at the supports, then draw the moment diagram for each member. El is…
A:
Q: 30 m 54 mm 48 mm 54 mm 72 mm A thin, homogeneous wire is bent to form the perimeter of the figure…
A: Wire is bent to form the perimeter of figure aboveCentre of gravity of wire with respect to x,y =?
Q: A Gambrel roof truss is shown. Consider load P = 600 lb. P 300 lb 600 lb B C D E| 600 lb F CI. 300…
A: Given data,truss is given FINDforces in each members
Q: Select the lightest pair of C9 channels to support the loads PD = 50 k and PL = 90 k. The member is…
A: Dead load, DL=50 kLive load, LL=90 kLength of the member is 20 ft.Grade of steel is A36Diameter of…
Q: time to fill the bucket of water is wrong i believe
A:
Q: EP 6.4 Given: air flows into the gas heater at a steady rate, such that at A its absolute pressure…
A: Gievn data,Air flows into the gas heater at 203 kPasteady velocity of 15m/s through a 100mm…
Q: A wave train is propagating normally toward the coastline. The bottom has straight and parallel…
A: The characteristics of a wave is shown below,Here, L = Horizontal distance between two crests or…
Q: If F=800 lb B 12 ft 6 ft Find the moment of F about the point A in lb.ft?
A:
.
Step by step
Solved in 4 steps with 4 images
- A cast iron 3m long is completely filled with concrete and used as a vertical strut. If the externaldiameter of the tube is 450mm and the wall is 35mm thick, determine the maximum compressiveload the composite strut can support if the stress in the concrete is not 2N/mm2? By how muchshould the strut shorten under this load? For cast iron EA= 100GN/m2 and for the concrete EB=10GN/m2?The cross section of a reinforced concrete beam is shown below .( 5 - No . 10 bars )are designed as the bottom bars and No. 3 stirrups as the vertical reinforcement . Considering a clear cover thickness = 1.5 in , sketch the layout of reinforcement and show bar spacings per AC1318-19 . Assume maximum aggregate size = 1 in and the minimum required effective depth of bottom bars = 20 inches .A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
- Assume wet concrete (gamma=150lbf/ft3) behaves as a liquid. Determine the force per unit foot of length exerted on the forms. If the forms are held in place as shown, with ties between vertical braces spaced every 2ft, what is the force exerted on the bottom tie?Give full explanation Awall form 14 ft high is filled with 160 lb per cu ft concrete at a tem perature of 70°F. The concrete is Type I without a retarder. Concrete will be placed with normal internal vibration to a depth of less than 4 ft. The rate of placement is 5 ft per hr. From Table 1, the value of Cw is 1.1 and from Table 2 the value of Cc is 1.0. The rate of placement is less than 7 ft per hr and the place ment height does not exceed 14 ft so calculate the lateral pressure by using appropriate formula.Solve rsonforced concrete question all details in image
- considering the nominal shear stress on concrete is fv=0.9 mpa calculate the allowable max spacing for 2 legged 10mm stirrups? use simplified calculation for Vc. Beam dimensions are 350x794mm effective cover of steel reinforcement = 70mm fy=275mpa spacing should be in multiples of 10mm7 A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear force Vu = 391 kN at the critical section for shear. Tensile bar centroid is 70 mm from bottom of the beam. Calculate the required nominal shear strength (kN) of 10-mm-dia. the stirrups if lightweight concrete strength is 22 MPa. Write your answers in 2 decimal places only.Reinforced And Prestressed Concrete Instructions: Solve all problems completely. If assumptions are made, verify if the assumption are correct. No verification of assumption leads to loss of points. PROBLEM: A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer at the tension side. The beam has a stirrup with a diameter of 10 mm. Use fc=28 Mpa and fy=420 MPa GIVEN: b= 197.5 mm d= 317.5mm L= 2.7 m Wd = 13.75 kN/m WL = 17.75 kN/m Calculate the nominal moment capacity of the beam Calculate that strain of the tension bars. Calculate the strength reduction factor of the beam
- Consider the cantilever beam made of reinforced concrete. Determine if the steel and the concrete withstands loads. In the piece there are 3 steel bars of 16 mm in diameter placed at the top of the section. Consider Econcrete = 25GPa, Esteel = 200GPa, σ (break, concrete) = 35MPa, σ (break, steel) = 500MPa, SFconcrete = 1.4 (safety factor of concrete), SFsteel = 1.15 (safety factor of steel). * TIP: The allowable stress is given by σadm = σrup/SF Compare the maximum values obtained to those allowed by the material. Please show me all the calculations, step by step.Consider the cantilever beam made of reinforced concrete. Determine if the steel and the concrete withstands loads. In the piece there are 3 steel bars of 16 mm in diameter placed at the top of the section. Consider Econcrete = 25GPa, Esteel = 200GPa, σ (break, concrete) = 35MPa, σ (break, steel) = 500MPa, SFconcrete = 1.4 (safety factor of concrete), SFsteel = 1.15 (safety factor of steel). * TIP: The allowable stress is given by σadm = σrup/SF Compare the maximum values obtained to those allowed by the material. Please show me all the calculations, step by step. Thank you very much in advance.GIVE 10 DISADVANTAGES OF USING HOLLOW BLCOKS.