H.W. #4: A pin connected truss is loaded and supported as shown, determine: a) The normal stress in member DE if it has a crosectional area of 750 mm². b) The minimum cross sectional area for member BC if the normal stress is limited to 30 MPa. 3 m 10 kN -3 m 15 kN -3 m 3m
Q: Question 3 A pipe of diameter 1.8m is required to transport an oil of specific gravity 0.8 and…
A:
Q: A circular conduit is to satisfy the following conditions: Capacity when flowing full is 0.13…
A: Given data,capacity when flowing full is 0.13m3/secvelocity when the depth is one quarter of the…
Q: P B 120 mm 120 mm 120 mm 90 mm Determine the force acting on member ABC at B. Take P = 260 N. (You…
A: Determine the force acting on member ABC at B.
Q: Calculate the forces in all members of the trusses shown using the method of joints.
A: A truss is hinged at A and supported on a roller at D.To determine the force in each member (using…
Q: Determine the maximum bending moment for the beam shown below. a. 20.0 b. 44.0 c. 23.2 d. 10.0…
A: Determine the maximum bending moment and it's location.
Q: Determire the reactiors of the given beam using morment distribution method. w = 25 kN/m, P: = 25…
A:
Q: A rectangular channel carries a discharge of 80 m³/s. The median particle diameter of the suspended…
A: The shape of the channel is rectangularThe discharge through the channel is,The mean size of the…
Q: It is required to pump water at the rate of 8.750 gpm from a reservoir whose surface is at an…
A: Q = 8.75 gpm or 0.019 cfs Z1 = 180 ft D1 = 30 inch or 2.5 ftD2 = 24 in or 2 ft
Q: Water is being pumped from a large lake to a reservoir 25 m above at a rate of 25 L/s by a 11-kW…
A:
Q: (4) Draw the shear and moment diagrams for the frame. Identify location and magnitude of maximum…
A:
Q: Know that all = 153 MPa and Tall = 100 MPa. A 275 KN 1.5m B 3.6 m- Shape W760x147 W690×125 W530x150…
A:
Q: For the state of stress shown, determine two values of dy for which the maximum shearing stress is…
A: Given:Required:Value of stress in y direction for which the maximum shear stress value will be 7.5…
Q: • A hydraulic model of a spillway is constructed with a scale of 1:16. If the prototype discharge is…
A:
Q: For a coagulation basin designed to treat 0.05 m3/s of 20oC surface water, a) What volume is…
A: Velocity Gradient G = 700 s-1Discharge flow in basin = 0.05 m3/sec Detention time = 10 sec Dynamic…
Q: 8. Determine the horizontal distance by using stadia marks indicated on the metric rod sighting…
A:
Q: A trapezoidal channel (n = 0.022, m=2) with a bottom width of 5m carries a discharge of 45 m³/s at a…
A:
Q: The rigid bar EFG is supported by the truss system shown. Knowing that the member CG is a solid…
A: Given Load PSpan 12 ftTo find out Normal stress in CG
Q: Figure -2m 101 > Pri
A:
Q: A reinforced-earth retaining wall is to be 10 m high. The following data are given: 1.25 m;…
A: Given data,H=10m
Q: Draw the shear and moment diagram for the given beam. Clearly label all points on the diagrams. For…
A:
Q: Problem 4 ust. The beam shown below is subjected to the load shown in the figure. Use the…
A:
Q: The floor plan of a building is shown below. The uniform dead and live loads applied over the floor…
A:
Q: 23.16 A building in the shape of an L must be staked. Corners ABCDEF all have right angles.…
A: The outside dimensions of the buildings are,AB = 80 ftBC = 30 ftCD = 40 ftDE = 40ftEF = 40 ftFA = 70…
Q: Commuters choose auto or bus for their trips. The utility function for each travel mode was…
A: Utility function, Values of auto, bus, rail are given.To find: (a) Mode splits of auto and…
Q: Describe the potential hazards that can occur in a pipeline and discuss techniques to mitigate these…
A: Pipelines are crucial for transporting various substances, including liquids, gases, and solids,…
Q: Problem 2 The King-Post structure shown has a beam and three truss members. E = 29000 ksi, I = 400…
A:
Q: Part 2- Estimate Build Costs The land you are planning to buy for the brewery is for sale for…
A: The cost range for different work items is shown in the above. Using three-point estimation, we have…
Q: Select the lightest A992 W10 section for member BD. Take L=17ft and Pu=280kips. All joins are…
A:
Q: Compute full-station elevations for an unequal- tangent vertical curve to fit the requirements…
A: Grade, Grade, Station at VPI, Elevation at VPI, To find: (a) Elevations from station…
Q: Q1-2/ If the apparent specific gravity of a porous soil, G, is 1.25 and its porosity, n, is 40%.…
A: Given data,apparent specific gravity of porous soil is G=1.25porosity FINDreal specific gravitydry…
Q: ! Required information Consider the beam and loading shown. Take d= 1.34 in. Use E= 29 x 106 psi.…
A: E = 29 × 106 psi Determine the deflection at point B. Let's solve using macaulay method.
Q: Problem 21: A rod is composed of three segments and carries the axial loads as shown. Determine the…
A: Stress is defined as internal resisting force per unit area of the cross section. In the given…
Q: Environmental impact assessment (EIA) is designed to identify and predict the impact of an action or…
A: Here we have to discuss two activities related to Solid Waste Management (SWM) within the context of…
Q: Two plates are held together by 3, 23 mm diameter bolts. If a 11 kN load is applied to the plates in…
A: Number of bolt = 3 Diameter of bolt (d) = 23 mm Load (P) = 11KN
Q: A 3.7 m W 12 x 96 (Fy = 345 MPa) is used as a beam-column in a braced frame. It is bent in a single…
A: Using LRFD design, since we are given =1In order to check the section adequacy using LRFD. we need…
Q: A water supply company has delivered an annual quantity of 90,000,000 m3 to a city of 1.6 million…
A:
Q: A reinforced concrete beam has the following properties bw=300mm d= 450mm f'c = 28Mpa fyt=275MPa. If…
A: bw=300mmd= 450mmf'c = 28Mpafyt= 275MPaFactored shear force at the critical section is 100 kN10mm…
Q: The sieve analysis results of an aggregate sample are provided below. What are the maximum…
A: Sieve size (mm)Mass retained (gms)9.504.7530.22.3675.41.18100.50.61350.31730.15121.90.07554Pan10To…
Q: 5. Determine the pressure head elevations at B and D and the discharges in the branches in the…
A: From question length and diameter of each pipe is given.Roughness coefficient of each…
Q: Oil, with density of 900 kg/m³ and kinematic viscosity of 0.00001 m²/s, flows at 0.2 m³/s through…
A:
Q: 5. Determine the maximum allowable tensile load (20% dead load, 80% live load) for a single C15x33.9…
A: Dead load (DL) = 20% = 0.2TLive load (LL) = 80% = 0.8TSingle C 15x33.9 section1/2 in. gusset…
Q: Which one of the following reinforcing geometries offers the greatest potential for improving…
A: Which kind of reinforcing geometries improve strength and stiffness of composite materials
Q: The column is reinforced with 10 32-mm bars distributed around the perimeter. Load Pn will be…
A: When the load acting on the column is offset from the centroid of the column, it causes bending of…
Q: Answer using moment distribution method. Use second picture as guide W= 25 P1 = 25 P2 = 25
A:
Q: The elastic settlement below the center of the tank at z = 0 and 3m. The elastic settlement at (i) z…
A:
Q: Estimate the flow under the dam below given: k = 5.2x10^-4 cm/s, h1 = 32ft, h2 = 11ft. Answer in…
A: Coefficient of permeability, To find: Flow under the dam.
Q: Draw the shear diagram for the following beam
A: Draw the shear force diagram for the following beam.
Q: From the given closed traversed shown LINES AB BC CD DE EA BEARING S 35° 30' W N 57°15' W N 1° 45' E…
A:
Q: Q1-5/ If concentration of total dissolved salts in Shatt Al- Arab water C 6000 (p.p.m) and the Shatt…
A: Concentration of total dissolved salts, C = 6000 ppm Water flow rate, Q = 200 m3/sTo find the weight…
Q: The steel frame supports the loading shown. Determine the horizontal and vertical components of…
A:
Step by step
Solved in 5 steps with 5 images
- Problem 2 Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing stress due to rivets is 140 Mpa • Thickness of the member is 5 mm • Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 N 120 N 200 N 4 Pands 4m - 16 mGiven is a truss structure: Where: Working shear stress for the rivets is 70 MPa Working bearing stress due to rivets is 140 Mpa Thickness of the member is 5 mm Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 kN 120 kN B. 3 m E 200 kN 4 Panels @ 4 m = 16 m2- A 2m COPPER BAR SUBJECTEO TO A TENSILE IS SUSPENDED FROM A LOAD IBO KN SUPPORTED BY TWO IDENTICAL PIN THAT S pOSIS AS SHON OF THE LOWER AFPLIED TENSILE POSTS SUPPORT THE STEEL DETERMINE THE TOTAL DEFORMATION END OF THE LOAD HINT: NOTE THAT THE STEEL PIN WHERE THE COFPER BAR IS ATTACHED. COPPER BAR DUE TO STEEL POST L=0.5m A= 4500mm E- 200GPA COPFER BAR L- am A= 4800 Mn E- l20 GPa 180KN
- A 20-mm-thick plate is bolted to the flange of a T-beam to form a 200 mm 20 mm built-up beam. If the beam is subjected to a vertical shear force of V = 200 kN, determine (a) the maximum shear stress in the beam, 10 mm 300 mm (b) the required spacing s of the bolts. The diameter of each bolt is 19 mm, and the allowable average shear stress in the bolts is 140 MPa. 10 mmACTIVITY The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with thickness shown in the figure. The working stresses are 70MPa for shear in rivet and 140MPa for bearing stress due to the rivets. How many 19-mm diameter rivets are required to fasten the said members to the gusset plate? K.R.R.P. wwwwwwww 00 400 4m B 3m C 96KN 4m 6m 200KN E Am 3m F 96KN 4m H DETAIL OF JOINT B 75X75X6 mm ------------- · ET---- I 14 mm thick GUSSET PLATE P BC 75X75X13 mm P BEProblem 912 Compute the stresses at A and B on the link loaded as shown in Figure P-912 if P = 9000 lb and F = 3000 lb. 12 in- 6 in 6 in- 13 in F A 13 in B Figure P-912 -12 in- ¯¯Â 2 in 6 in Cross- Section
- 1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. Front view 160 mm 13 D CB Top view 18 mm 120 mm C D Side view 6 mm-5 @ 3m-15m- C F H J K ML boo I A 4@4m=16m B D G E 60 kips A For the truss shown, what is the force in member FG? B what is the force in member BE? + --DName: Time you spent to solve the problem HW- 3 ID.: 'Dėtërminë thé forċés in all the members, and state if these memibers are in tension or compression. Use table to arrange your Cal&tlations, show the results on the truss ( if not your witf täke zerở)** 30 N 4m 3 т 15
- Direct Stress Bronze Aluminum Steel A = 0.75 in.2 A = 1.0 in.? A = 0.5 in.? 3P 2F P 4P- -3 ft→ 5 ft 4 ft- 2. Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly connected between steel and bronze segments. Find the largest safe value of P if the working stresses are 120 MPa for steel, 68 MPa for aluminum, and 110 MPa for bronze.The figure shows a roof truss and the detail of the connection at joint B. Members BC and BE are angle sections with the thicknesses shown in the figure. The working stresses are 70 MPa for shear in the rivets and 140 MPa for bearing stress due to the rivets. How many 20-mm-diameter rivets are required to fasten the following members to the gusset plate: (a) BC; and (b) BE?2. The structure is used to support a distributed load of = 5 kN/m. The bolts at A, B, and C each have a diameter of 16 mm and each bolt is used in a double shear connection. The cross-sectional area of axial member (1) is 3080 mm2.The allowable stress in axial member (1) is 50 MPa and 280 MPa for the bolts. Determine the factor of safety with respect to the specified allowable stresses for axial member (1) and bolt at C.