نقطة واحدة * What is the maximum shear force, when a cantilever beam is loaded with UDL throughout w*L O w+L O W/L ○ W
Q: Problem 3 A reservoir with water is pressurized as shown. The pipe diameter is 1 in. The head loss…
A: Detailed solution is given below, still if you have any query please feel free to contact me.Thanks…
Q: PTER THREE Resultants of Coplanar Force Systems 0 lb mine Section 3.3 Moment of a Force 55 3.29 The…
A: (M1)A = -80 lb.ft(M2)B = -360 lb.ft(M3)C = 750 lb.ft(M4)B = -690 lb.ft resultant moment wrt pt.A =…
Q: Find the moment of inertia of the rod of mass m about the axis shown below by direct integration.…
A:
Q: 27. A truss is subjected to loading as shown. If the force P = 78, Determine the reactions at the…
A: Analyzing the truss using the method of joints:Zero-force members: AB, AD, and CD.Member forces:BC:…
Q: Horizontal highway curve: Given Pl at 10 + 71.78, A = 36°10'30", and R = 1,150 ft, compute the…
A: Given Radius 1150 ftAngle 36°10`30``To find out Deflections
Q: A horizontal beam of length 6 m and mass 5.0 kg has a mass of 4.0 kg and width 0.4 m sitting at the…
A:
Q: A compacted fill, currently under construction, will support a proposed supermarket. One of the…
A: Given that,the unit weight of compacted fill = 121 lb/ft3The moisture content of compacted fill =…
Q: : A tracer a plastic mec recorded as
A: To find the coefficients C and n in the empirical equation for the time to peak tracer concentration…
Q: fter You have calculated the outflow from the reservoir on the first part Now, your goal is to route…
A: Time (hrs)Inflow…
Q: 1. Check the compactness of W36x529, W21x48 and W14x99.
A: To check the compactness of the following sections:W36x529W21x48W14x99Note: Since you have posted…
Q: A long segment of suburban freeway is to be designed on level terrain. The level segment, however,…
A: The objective of the question is to determine the number of lanes required on different segments of…
Q: F₁ F2 Ф A L1 B N C L3 D h y F3 Find the equivalent resultant force and couple moment of the force…
A:
Q: Calculate the support reactions. 4m 2 kN/m 2m 10 kN ↓ 10 B
A:
Q: 6- Maximum annual rainfall depth data are fitted with a distribution that is positively skewed…
A: 6) The right option is(A) Strictly less than 4.22 in. 7) The right option isC) 190…
Q: Regency style residences are similar to Georgian structures except for some key differences. List…
A: Regency style residences and Georgian structures share many similarities as they both originated in…
Q: 4.4 A 50-lb block is supported by a pin support and a flexible cable, as shown. Draw the free-body…
A: A 50 lb block is supported by a pin support and a flexible cableTo Draw- Free body diagram for the…
Q: 2. The T-shaped column as shown is reinforced with 5-28 mm and 2-25 mm diameter bar with fy = 415…
A:
Q: The stage in a river is to be maintained at an elevation of 20.00 m behind a sharp-crested…
A: Stage of river is maintained at an elevation mWidth of river =b=10mDepth of river Flow of channel…
Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to…
A:
Q: A horizontal bar 2.281 m long with a mass of 84.55 kg is hinged to a wall. The bar is supported from…
A:
Q: Problem 2: For the beam shown, determine the maximum tensile and compressive bending stress. 10 ft…
A: Cantilever beam is given. We need to calculate maximum tensile and compressive bending stress
Q: Problem 3. Determine the forces on member ECB. Express your answer in vector form. m E 2 m- B 2 m- D…
A:
Q: A conventional activated-sludge system treats 11,000 m3/day of wastewaterin an aeration tank with a…
A: SRT = 7 DAYSExplanation:Step 1:In the context of wastewater treatment specifically with activated…
Q: Compute the runoff from a 5-in. rainfall from a watershed which has four soil groups overall and the…
A: Given,To determine,Runoff from 5 in rainfall from watershedEffect of urbanization
Q: 1. A sphere shell of non-conducting material with inner radius a and outer radius b has charge…
A:
Q: Table 2.1 Activity Predecessor Duration (Months) A 5 B A 7 с A 8 D B, C 9 E D 6 F G D 7 E, F 5 ata…
A:
Q: (1.181 x 10-5 in.) and a crack length of 4 x 102 mm (1.575 × 103 in.) when a tensile stress of 160…
A:
Q: Describe the operation of a piping system, actual or hypothetical, of industrial sewage and…
A: The comprehensive flowchart for an industrial sewage and drainage system
Q: Determine the force in each member of the truss and state if the members are in tension or…
A: MemberForceNatureAB1.768 kNCompressionBC1.546 kNCompressionBE0.250 kNCompressionBF0.344…
Q: 8- A log-Pearson3 distribution was fitted to a data. According to the following data, what is the…
A:
Q: Draw the FBD, and determine the reaction forces at the pin A and roller H. Identify all the zero…
A: Step 1:Step 2:Step 3:Step 4:
Q: Problem 3. Determine the components of reaction at the ball-and-socket joint A and the tension in…
A:
Q: PRACTICE ANOTHER As shown below, a sign weighing 186 N is hanging (via a wire) from a uniform 344 N…
A:
Q: NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to…
A: Determine the force in the members CE, DE and DF.
Q: I cut into 3 segment. Area: 4*1= 4 in^2, 4*1= 4 in^2, 10*1= 10 in^2
A: Determine the moment of inertia of the "Z" section with respect to the x and y centroidal axes. Ix =…
Q: Note:hand written solution should be avoided.
A: (a) Step 1: Sketch the given truss (solve for the height of the truss): Step 2: Consider a unit…
Q: Example 1.1 Calculate the velocity gradient and the shear stress for y=0., 0.1, and 0.5m if the…
A: (i) Velocity gradient dydu=50(2−2y)(ii) Shear stress at y=0m τ=0.1Paat y=0.1m τ=0.09Paat y=0.5m…
Q: A container is supported by three cables that are attached to a ceiling as shown. Determine the…
A: TAB = 11 kN We need to calculate weight W of container
Q: A watershed has an area of 6 sq mi, CN of 80, average slope of 5%, and length to divide of 4.5…
A: A = 6 sq miCN = 80 Y = 5%L = 4.5 mi or 23760 ft
Q: You are the new safety, health, and environmental manager at an industrial facility in Western PA.…
A: To complete:The table below by determining if each indivudual pollutant contributes to the need for…
Q: Help answer all
A: 15. c16. d17. d18. None of the choices.19. d20. b21. aExplanation:15. Thermal expansion refers to…
Q: Discuss the importance of surveying in natural resource management?
A: Surveying is a very important aspect of natural resource management since it provides data and…
Q: Two cylindrical specimens A and B of the same soil, of 50 mm and 75 mm diameter respectively, are…
A: Diameter of specimen-A (dA) = 50mm Diameter of specimen-B (dB) = 75mmWeight of water collected is…
Q: A The beam weight is 40 lb/ft. 1 k/ft 6k bm A 8' 8' +2 B PROBLEM 4.30 4.31 A beam supports a…
A: Determine the support reaction of the beam.
Q: Question Identify the correct sequence of the concrete manufacturing process by rearranging the…
A: The answers with explanation has been provided Explanation:
Q: A truss is subjected to loading as shown. Determine the reactions at the supports and all the…
A:
Q: 10.64 The smooth concrete-lined channel shown in Fig. P10.64 is built on a slope of 2 m/km.…
A: Smooth concrete lined channelBed slope (S) = 2m/km Depth of flow (y) = 1.5m Determine the flow rate…
Q: Determine the forces in members BC and BG of the loaded truss. The forces are positive if in…
A: Given data - P1 = 4.8 KN P2 = 2.2 KN Find out - Force in member BC and BG ?
Q: Example A field survey illustrate that there are soil contamination at site A. A city is located at…
A: To assess the migration of contaminants from site A to the city located downstream, several surveys…
Q: 1. Side slopes for rock fill 1V:2H. Calculate the minimum crest width of a breakwater using B =…
A:
Step by step
Solved in 2 steps with 1 images
- concrete : C20 steel: S420 h=550 mm b=350mm steel rebars : 5Φ18Design an interior span slab of a concrete floor system with the following description: Span = 20 m Imposed dead load= 800 N/m2 Live load= 4800 N/m2 fc’= 28 MPa fy = 415 MPaCould you help with the reaction forces? Dy, Ay, Ax, Dx ? thanks
- Please Answer it fast on Sheet of paper. F1=1.5KN ,F2=3.8KN, a=3.6m ,b=2.0m ,c=1.3m. You need to find Forces in member (CH,AH and CD) And whether it's +ve or -ve.Urgent please solve quickly. a = 10 , b = 7 solve this question about this information. Extra information: Take both loads 35 kNplease help! upvote will be given. NO LONG EXPLANATION NEEDED STRENGTH OF MATERIALS A wood beam carries the loading shown in the figure. calculate the magnitude of the bending stress (in Pa) at a point 34 mm from the top of the of the beam on a section 1.66 m from A if P = 5381 N, W = 2349 N/m, a = 1.31 m, b = 2.12 m, c = 1.27 m, L = 72 mm and h = 239 mm. Round off the final answer to two decimal places.
- Determine the ultimate load distribution acting on all beams and girders in the given floor framing below. Assume that the supports are simply supported. Compute for the reactions and loads in each beam. Assume unit weight of concrete to be 23.6 kN/m3. Always simplify your load distributions (distributed loads acting on the same points/locations should be added up). Monolithic FloorAll concrete slabs, t = 100 mmAll concrete beams, b = 250 mm ; h = 500 mmAll concrete columns, 300 mm x 300mm Superimposed LoadsFloor Finish:Ceramic tile ½ inch mortar Ceiling:Wood furringGypsum board ¼ inch thickMechanical Duct Allowance (MDA) Frame Partition:Wood, studs with gypsum board h=2.8m Utilities: twice the weight of MDA Exterior WallsNormal Unit Weight Concrete Masonry/ Concrete Hollow Blocks, CHB4 inch thick with plastering on both faces, full groutheight=3m (no interior walls) Live LoadResidential6. A 420-mm-diameter, non-slender, spiral column is symmetrically reinforced with 8-25 mm vertical bars. Calculate the maximum service axial dead load the column can sustain in addition to an axial live load of 968 kN. Given f’c = 22 MPa and fy = 280 MPa. Write your answer in 2 decimal places only.Calculate the required steel area for a reinforced concrete T-beam with an effective flange width of 1200 mm and a slab thickness of 100 mm. The beam is to carry an ultimate moment of 1300 kN-m. The width of the web is 300 mm and the effective depth is 550 mm. Assume f’c = 28 MPa and fy = 400 MPa * a. 7772 mm² b. 8256 mm² c. 7932 mm² d. 7232 mm²
- A spiral column is to carry a dead load 800 kN and a live load of 1350 kN. If 2% of the main bars is desired, how many reinforcing steel bars are needed and the spacing of the spiral? f'c = 27.6 MPa fy = 414 MPa Main bars = 25 mm diam. Spirals = 10 mm diam. Concrete Cover = 30 mmAn experimental beam is composed of the three materials shown. The materials are firmly fastened together so that there is no relative movement between them. Allowable stresses are: 1. Which of the following gives the moment of inertia with respect to neutral axis of the equivalent wood section? a. 580.45 x10⁶ mm⁴ b. 480.45 x10⁶ mm⁴ c. 670.45 x10⁶ mm⁴ d. 540.50 x10⁶ mm⁴ 2. Which of the following gives the maximum moment that can be applied so that allowable bending stress of aluminum will not be exceeded in kN.m? a. 49.8 b. 33..8 c. 71.5 d. 54.5 3. Which of the following gives the maximum moment so that the given allowable bending stresses will not be exceeded in kN.m? a. 49.8 b. 71.1 c. 33.8 d. 60.5In the articulated belt system given in the figure,At point C, before 60N single load, sectionfind its effects