A rigid bar ABC is pinned at A and is connected by a steel bar CE and a copper bar BD as shown in Fig. If the temperature of the whole assembly is raised by 40°C, find the stresses induced in steel and copper rods. Given: Area Modulus of elasticity Coefficient of thermal expansion 12x10-6/°C 1m B For steel bar 400 mm² 2x105 N/mm² 0.8m 1m Steel -Copper For copper bar 600mm² 1x105 N/mm² 18x106/°C C 0.6m E
Q: 2.3 Find the normal depth for a discharge of 6.371 m³/s in a trapezoidal channel with a bottom width…
A: Given trapezoidal channel with side slope of 1H to 1V,Discharge, Q= 6.371 m3/sBottom width, B= 1.524…
Q: Design Shear reinforcement of same beam in design problem 1(problem 1 is below) beam considering…
A: From problem 1:Span, L = 8 mShorter span = 5 mFactored slab load = 12KN/m2Width, b = 300 mmDepth, d…
Q: What is the allowable bending strength (ASD) of the cantilever beam shown below considering the…
A:
Q: Q.1 Flexural Formula A mild steel plate of width 120 mm and thickness 10 m is nest into an arc of a…
A: A mild steel plate-Width b=120 mmThickness t=10 mmRadius of the circle R=10 m=10000…
Q: Following are the results of a sieve analysis from laboratory activity. Show the necessary…
A: Sieve analysis data for various sieve sizes. We need to draw the particle size distribution curve.
Q: For a sheet pile driven in a soil having effective grain size = 0.10 mm, the difference of the…
A: A sheet pile driven in a soil-Effective grain size D10 = 0.10 mm = 0.010 cm,Difference of the…
Q: Find the y-coordinate of point A so that the 361 kN force will have a clockwise moment of 400 Kn-m…
A: Moment about point O 400Kn-mDistance of x coordinate from origin Force (x - direction)Force in y -…
Q: A pumping test was made from a well in a permeable layer underlain by an impervious stratum. When…
A: Given that for a pumping test from a well in a permeable layer underlain by an impervious stratum, q…
Q: 2. Determine the location of the plastic center from the geometric centroid of the gross section in…
A: 5-28mmf'c = 21 Mpafy = 415 Mpa
Q: Problem 7: The load that will be applied to the connection shown has a live load - to - dead load…
A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
Q: P11.18. Analyze the frame in Figure P11.18 by moment distribution. Determine all reactions and draw…
A:
Q: During major flood events water flows over the top of a roadway. (a) Determine the head (H) on the…
A:
Q: A cantilever beam supports the loads shown. The cross-sectional dimensions of the shape are also…
A: Given:Required:Moment of inertia about centroidal z axisMaximum value of first moment of…
Q: Determine the resultant of the three forces acting on the dam shown and locate its intersection with…
A: As here two multiple questions have asked and as per policy SME are advised to solve first question.…
Q: A mild steel flat of width 120 mm and thickness 10 mm is bent into an arc of a circle of radius 10 m…
A: Width of mild steel flat b=120 mm,Thickness t=10 mm,Radius R=10 m,To Find-The value of the pure…
Q: The distance from the principal point to an image on a photograph is 6.44 cm and the elevation of…
A:
Q: Draw the shear and moment diagrams for the beam. (Figure 1) Figure 1 A of 1 8 kN/m -1.5 m 6 kN
A: A cantilever beam,
Q: Using the wood constitutive properties, calculate the moment capacity for the section below:
A: Cross section dimensions of wood = 6in.×14in. Dimensions of hole or knot = 2in.×1in.
Q: SAMPLE PROBLEM The fink truss shown is supported by a roller at A and a hinge at B. The given loads…
A:
Q: 12.52 use muller-Breslau principle handwritten
A:
Q: Materials for the ADT construction project? Respond.
A: ADT is an acronym for Aggregate Base Course (ABC), Dense Graded Aggregate (DGA), and Asphalt Treated…
Q: The simple portico in the figure consists of a rigid lintel of length L supported by two cylindrical…
A: Given simple portico consists of a rigid lintel of length L supported by two cylindrical pillars of…
Q: (a) the centroid location (measured with respect t the bottom of the cross-section), the moment of…
A: Given that, Mz = 45kipft The cross-sectional dimensions:b1 = 9.1 in., d1 = 1.7in , b2 = 0.9in., d2 =…
Q: Determine the smallest cross-sectional area A for the members of the truss shown, so that the…
A: TO find the areas of each member of the truss if the vertical deflection at the point B is 10 mm.
Q: Design grit chamber to treat peak design flow of 150 MLD (3 x Average waste water flow of 50 MLD) of…
A:
Q: A submersible, multi-stage centrifugal deep well pump 260 gpm capacity is installed in a well 27…
A:
Q: 12 kN/m L 1.5m 1.5 m 1 m 25 KN 1 m
A:
Q: Consider the truss shown in (Figure 1). Assume the members are pin connected at their end poi Take A…
A: A= 200 mm2E =200 GPaF= 26 kNTo find:Vertical displacement of joint C
Q: Is there a good reason for the high price and potential danger associated with replacing outdated…
A: Yes, there are several significant reasons for the high cost and potential danger associated with…
Q: Q2- Draw the influence lines for the vertical reactions at supports B and D, shear and bending…
A: Given:The concentrated live load is 549 kN.The uniformly distributed live load is 100.8 kN/mThe…
Q: 6IT. I 26KYm m A 7m f FM Sm B Use TME 180KN 1m 3m Gr JUM C fr E = 110 GPa I Det. a.) MB b.) Mc 0.8KM…
A:
Q: Water flows through a 100 mm diameter pipe with a velocity of 0.015 m/s. If the kinematic viscosity…
A:
Q: It is possible to gain a clearer understanding of the undertaking by drawing its map with and…
A: How can creating maps, with and without the fundamental design of an undertaking, contribute to…
Q: How are passengers and their belongings safeguarded during vehicle transfers?
A: To explain the how the passengers and their belongings are safeguarded during vehicle transfers.
Q: Determine the moment of inertia for the shaded area about the Y axis. Iy = ?
A:
Q: Assuming specific weight of air to be constant, what is the approximate height of Mount Banahaw in m…
A:
Q: Find the y-coordinate of point A so that the 361 kN force will have a clockwise moment of 400 Kn-m…
A: F = 450 KN ; P = 361 KN
Q: ). A rectangular channel 15 m wide has a normal depth of 0.8. The discharge carried is 10 m³/s, what…
A: Given-
Q: 4) Draw the influence lines for (a) the moment at C, (b) the vertical reaction at A and (c) the…
A:
Q: A sample of saturated soil has a water content of 20% and the bulk unit weight os 19.8Kn/m^3…
A: water content = 20% bulk unit weight =19.8Kn/m3To find:a) Dry unit weight(b) the void ratio(c)…
Q: [Take I = 300 cm4] XX If E is the shear centre of the given channel section then the value of e is?…
A: A channel section, Flange width, b= 7cmWeb thickness , tw= 2cmh= 10+1+1 = 12cm (distance between the…
Q: For the given cable system, calculate the coordinates of the poinst C and D, and calculate the…
A: A cable system is given above as shown in the diagram. It has been asked in the question to…
Q: Problem 3. Plot the graphs of bending moments, shearing and normal forces. qb qb b B b 2b
A:
Q: The normal depth of flow of water, in a rectangular channel 1.5 m wide, is one metre. The bed slope…
A: Normal depth of the water = 1mWidth of the Rectangular channel = 1.5 mThe bed slope of the channel,…
Q: a. Determine the discharge in m³/s assuming uniform flow Answer: b. Determine the normal flow water…
A: The below compound channel has the dimensions of b1 = 34 m, b₂ = 67 m n1 = 0.034, n2 = 0.057Z₁ =…
Q: A water tower is constructed on a circular raft 4 m in diameter at a depth of 2 m below the ground…
A:
Q: The maximum normal stress and the maximum shear stress analysed for a shaft of 150 mm diameter under…
A:
Q: In a constant head permeability test, if the discharge coming out of the sample is 0.35 cm³/s find…
A: Discharge Q=0.35 cm3/sLength L=30 cm,Area A=250 cm2Head loss per unit length i = 0.25Coefficient of…
Q: The pump in the figure discharges water at 60 liters/sec. Neglecting losses and elevation changes.…
A: Diameter of pipe 1, Diameter of pipe 2, Pressure in pipe 1, Pressure in pipe 2, Discharge, Input…
Q: C d RA vertical RA horizontal a = 4ft c = 5ft F₁ = 550lb = REhorizontal TAB = TBC = TCD = TDE = TAE…
A: Determine the support reaction and member force of each members.
Step by step
Solved in 4 steps with 3 images
- 3. The rigid bar AC is pinned at A and attached to bars DB and CE as shown in the figure. The weight of AC is 50 kN and the weights of the other two bars are negligible. Consider the temperature of both bars DB and CE to be raised 35°C. Find the resulting normal stresses in these two bars. DB is copper for which E = 90 GPa, ? = 18 × 10–6 /°C, and the crosssectional area is 1000 mm2 , while CE is steel for which E = 200 GPa, ? = 12 × 10–6 /°C, and the cross section is 500 mm2 . Neglect any possibility of lateral buckling of the bars.A rigid bar ABC is pinned at A and supported by the cables at point B as shown in the figure. The rod is pin connected. Diameter of bar is 36 mm θ. A load P equal to 100 kN is applied at C. E = 200,000 MPa. Coefficient of thermal expansion is 12x10 -6/C degrees. How to solve the displacement of C if the temperature rises by 60 degrees? Also, how to compute the tensile stress induced by the 100kN in rod BD. Compute the load P that a cable at C with a diameter of 16 mm θ can carry so that it will noy exceed a displacement of B equal to 2 mm. Neglect the thermal stressThe rigid bar 2 m long is supported by a steel rod at the middle B and bronze rods equidistant from both ends at A and C as shown. The properties of the rods are given in the tabulation below. Steel Bronze Allowable stress 140 MPa 120 MPa Modulus of Elasticity, E 200 GPa 83 GPa Area, A 400 mm2 900 mm2 Length, L 1,000 mm What is the required length of the steel rod so the reactions on the three rods are the same? What is the required length of the steel rod so that both the steel and the bronze rods reach their allowable stresses at the same time? What is the maximum permissible load W that the rods can carry?
- A rigid bar, AB, is pinned at point B. Two other bars, AC and AD, are connected to point A to provide support for AB. We are investigating the behavior of this system under a specific load. Key Details: Bar properties: Material: Steel with Young's modulus (Esteel) of 200 GPa and coefficient of thermal expansion (a) of 11.7 x 10^-6 /°C. Cross-sectional area: AC: 1960 mm² AD: 1250 mm² Length: AC: √2 meters (square root of 2 meters) AD: 1 meter Inclination angles: AC: θ₁ (theta 1) = 30° from horizontal AD: θ₂ (theta 2) = 20° from horizontal Load on bar AB: Idealized linearly increasing load with a maximum value of 30 kN/m at point B. Problem Objectives: Determine the internal forces (axial forces) acting within bars AC and AD due to the applied load on AB. Calculate the displacement of point A in both horizontal (dA,x) and vertical (dA,y) directions.If the bar is cooled by 10°C, what would be the: Determine the internal forces (axial forces) acting within bars AC and AD…A rigid bar ABCD is supported by two bars as shown in the figure. There is no strain in the vertical bars before load P is applied. After load P is applied, the normal strain in rod (1) is -1260 μm/m. Determine the normal strain in rod (2) if there is a 1-mm gap in the connection at pin C before the load is applied. 1413 μm/m 1223 μm/m 1286 μm/m 738 μm/m 1553 μm/mRefer to figure STR - 5 Two prismatic bars are rigidly fastened together and support a vertical load of 45kN. The upper bar is of steel having mass density 7750 kg/m^3 , length 10m and cross-sectional area 65 cm^2. The lower bar is of brass having mass density 9000kg/m^3, length 6m and cross-sectional area 50 cm^2. Determine the maximum stress in each material. For steel Es= 200 GN/m^2 and for brass Eb= 100 GN/m^2. I need answer ASAP. Thank you!
- a uniform bar 1 is connected to a tapered rod 2. both are subjected to axial loads as shown. if P=7 kN, determine the axial deformation of tapered rod 2 (in mm). indicate negative sign if compressionA steel bar is placed between two copper bars, each having the same area and length as steel bar at 20℃. A this stage, they are rigidly connected together at both the ends. When the temperature is raised to 320℃, the length of the bars increases by 1.5mm. Determine the original length and final stresses in the bars. Steel: Coefficient of expansion = 0.000012/℃; Es = 215 GN/m^2 Copper: Coefficient of expansion = 0.0000175/℃; Ec = 100 GN/m^2The outer diameter of the solid steel pipe shown in the figure is 25 mm. If the pipe is fixed at point E as in the figure and is subjected to a force of 800 N, a torque of 45 N.m and a moment of 300 N.m I applied from the other end of the pipe as in the figure, it will form at point A; (a) Principal planes (Ɵ1, Ɵ2). (b) Prime requirements (σmax,σmin), (c) their principal planes,
- Three bars AB, AC, and AD are pinned together as shown in the figure. Initially, the assembly is stress free. Horizontal movement of the joint at A is prevented by a short horizontal strut AE. Calculate the stress in aluminum bar AC and steel bar AD. Also, find the force in the strut AE when the assembly is used to support the load W = 12.50 kips. For each steel bar, A = 0.4 in2 and E = 29 × 106 psi. For the aluminum bar, A = 0.8 in2 and E = 10 × 106 psi.Each of the three uniform 1200-mm bars shown in Figure has a mass of 30 kg. The bars are welded together into the configuration shown and they are suspended by three vertical wires. Bars AB and BC lie in the horizontal x-y plane, and the third bar lies in a plane parallel to the x-z plane. Compute the tension in wire A, wire B and Wire CPin-connected rigid bars AB, BC, and CD are initially held in the positions shown by taut wires (1) and (2). The bar lengths are a = 28 ft and b = 21 ft. Joint C is given a horizontal displacement of 3.0 in. to the right. (Note that this displacement causes both joints B and C to move to the right and slightly downward.) What is the change in the average normal strain in wire (1) after the displacement?