7.1 (A/B). A uniform I-section beam has flanges 150 mm wide by 8 mm thick and a web 180 mm wide and 8 mm thick. At a certain section there is a shearing force of 120 kN. Draw a diagram to illustrate the distribution of shear stress across the section as a result of bending. What is the maximum shear stress? [86.7 MN/m².]
Q: a.) Discuss in detail about the different types of wheels and tires with respect to construction,…
A: a) Different types of wheels and tires: Steel Wheels: These are the most basic and affordable type…
Q: Given an element with stresses as indicated in figure below, find the following: a) The maximum and…
A: “Since you have posted a question with multiple sub parts, we willprovide the solution only to the…
Q: Which one of the following, in some form or another, causes all other choices? Shear stress Force…
A: Shear stress is caused by a force applied parallel to a surface, resulting in a deformation or…
Q: Define the terms -vibration -Wave
A: To explain: The vibration and wave.
Q: Determine the force in each member of the loaded truss. The force is positive if in tension,…
A: We have loaded truss members . To find the force acting in different members, we will 1st draw FBD…
Q: The effective handle length of a wrench is 30 cm. The bolt is made of grade 5 steel. What is the…
A: Write the given data. l=30 cm5th grade steelF=50 NN=6 It is required to determine the minimum…
Q: Determine the force in members GF, GD, and CD of the truss (Figure 1). State if the members are in…
A: The forces value are P1=8 kN, P2=23 kN, P3=16 kN
Q: Determine the force in member BC of the truss and state if the member is in tension or compression.…
A:
Q: Water flows into the pipe with a velocity of 5 ft/s. Neglect the weight of the elbow and the water…
A: Flow velocity at inlet A= 5 ft/sec = 1.524 m/sec Diameter of jet at inlet A= 3 in = 7.62 cm =…
Q: A wooden sphere (mass = 1.5 kg) floats in water. When it is completely submerged the buoyant force…
A:
Q: 5. The hanger is supported using the rectangular pin. Determine the magnitude of the allowable…
A: Given: Allowable bearing stress = σb, allowable= 220Mpa, Allowable tensile stress = σt,allow=…
Q: Two uniform disks A and B, each having a mass of 4k, are connected by a 3kg rod CD, as shown in the…
A: Draw the free-body diagram of the disk A.
Q: 5.76 Determine the reactions at the beam supports for the given loading when wo = 150 lb/ft. Answer…
A:
Q: A gearset of 60-teeth driven gear and 24-tooth pinion has an 8 mm module and a pressure angle of…
A:
Q: Refrigerant 134a enters the evaporator of a refrigeration system operating at steady state at -4°C…
A:
Q: A differential manometer is connected at the two points A and B as shown. At B air pressure is 9.812…
A: According to the given data Air pressure 9.812N/cm2 C=23cm=0.23m D=105mm=0.105m E=0.93m (sg)oil=0.85
Q: Determine the normal force at point E Express your answer to three significant figures and include…
A:
Q: #1. Consider a Boeing 747-700 in straight-and-level cruise flight on a standard day. The aircraft…
A: GivenArea of wing A=525 m2hG=10000mm=3.5×105 kgF=50 kNCL=0.4
Q: An aluminum specimen subjected to the Brinell hardness test, the indenter and indentation diameters…
A:
Q: A manometer is utilized to measure the pressure gas in a container. One side is connected to the…
A: Given data: Density of the oil (ρo)=750 kg/m3 The head of the oil in the manometer (Ho)=50 mm Need…
Q: For an entropy value of 0 kJ/kg-K what would be the value of the corresponding enthalpy?
A: The entropy of a system is defined as the degree of disorder and uncertainty. Enthalpy of the system…
Q: Assume a Centaur V upper stage with an empty mass of 2,247 kg, diameter of 3.05 meters and height of…
A: Part 1: Calculation of Moment of Inertia The moment of inertia of the Centaur V upper stage can be…
Q: The structure is designed to support _______ kN load. The structure consists of a boom and rod…
A:
Q: Water enters the bottom of a hot water heater in a home at a velocity of 1.25 ft/s, a temperature of…
A:
Q: A simple pin-connected truss is loaded and supported as shown in the figure. All members of the…
A: Given-Information:- Do = 3 inch Tw = 0.210 inchP = 4 kipsQ = 2 kipsa = 5 ftb = 9 ftc = 7ft…
Q: Question 5 One kg of water in a piston-cylinder assembly undergoes the two internally reversible…
A:
Q: State Bernoulli's theorem for steady flow of an incompressible fluid. From first principles, derive…
A: Bernoilli's Theorem:- The Bernoulli principle describes how the pressure of a moving fluid relates…
Q: For the cantilever beam and loading shown, using method of integration (and singularity functions),…
A: First find the reaction at the supports :…
Q: Find the rolling resistance (in N) when: the rolling coef. is 0.020, the effective mass is 156 kg.
A: This question is based on the concept of rolling resistance .
Q: A garage is being retrofitted with a heat pump of COP=3. The garage heat losses are 10,000 BTU/h.…
A: To determine the cost of heating the garage for one month using the heat pump, we can use the…
Q: The wall of a furnace has a thickness of 5 cm and thermal conductivity of 0.7 W/m-°C. The inside…
A:
Q: 1) Determine the normal force at point C(Nc) Express your answer in pounds to three significant…
A:
Q: Given a spacecraft with the following principle moments of inertia: [1500 0 0 J = cos(8) 0 1500 0 a)…
A: Given: J=150000015000002500 θ≤1 ω12=0.05 deg/s To find: rotational velocity n
Q: Find the range of eccentricity values where NO tensile stresses occur (across AA
A:
Q: Q3: A square element 8 8mm in an undeformed sheet of 0.8mm-thickness becomes a rectangle, 6.5 x…
A:
Q: A differential manometer is connected at the two points A and B as shown. At B air pressure is 9.836…
A:
Q: 2) DETERMINE TENSION T. W = 400 16 T W
A:
Q: Question: Superheated vapor ammonia enters an insulated nozzle at 30°C, 1000 kPa, with a low…
A: The given information in the problem is shown in the following attached image:
Q: A square bar of wrought iron, 2 inches on each side, is raised to a temperature of 100 deg F above…
A:
Q: Question 3 a) h-s diagram commonly known as b) Identify the following on a h-s diagram, i. ii. iv.…
A: Dear Student you have posted 3 question here in which a and b are interrelated but c are totally…
Q: - Determine the total thrust on a 90 deg reducing elbow that reduces from 2 ft on the upstream end…
A: Givend2=2ftd1=1.5 ftQ=24 cfs=24 ft3/sP2=20psi
Q: 9. Calculate if a plate of SA-302-A with a thickness of 4.5 mm being made into a boiler drum meets…
A: The given information in the problem is shown in the following attached image:
Q: A winter air-conditioning system adds for humidification 0.0025kg/s of saturated steam at 101 kPa…
A: Given: mw˙= 0.0025 kg/s m˙a= 0.36 kg/s Psteam= 101 kPa T1=6.2019123751o C ϕ1=20% To find: Tdb,2…
Q: Fluid of density and velocity impinges on a vane as shown below. Find the reaction forces necessary…
A: Given
Q: A constant pressure fuel-air cycle of a compression ratio of (18). The ambient conditions are (1.0…
A: The compression ratio is rk=18. The initial temperature is T1=27°C=300 K. The initial pressure is…
Q: X1 is 98 mm X2 is 199mm F is 292 N Determine the tension in the cable
A: Given data: x1 is 98 mm x2 is 199mm F is 292 N Solution: The free-body diagram of the forces…
Q: rovide a design outlining the ideal refrigerant and operating parameters for a direct contact heat…
A: The evaporator temperature is Te=-40°C. The condensing temperature is Tc=65°C. The isentropic…
Q: Steam enters the turbine at 10 bar. Output pressure P = 1 bar, knowing turbine efficiency is 80%.…
A: GIvenP1=10 barP2=1barηT=80%part awhen T1=250oCPart b when T1=325oC
Q: Instructions: Identify the talking components by choosing the most appropriate answer from the…
A: To determine: I allow flow to bypass a flow control valve. What am I? As fluid temperature rises,…
Q: inted on of metal, after deformation the circle has changed into an ellipse whose major and minor…
A: To Find : The effective strain ε¯. Given : The diameter of circular shape is d=6.35 mm The major and…
Step by step
Solved in 4 steps with 2 images
- 7.1 (A/B). A uniform I-section beam has flanges 150 mm wide by 8 mm thick and a web 180 mm wide and 8 mm thick. At a certain section there is a shearing force of 120 kN. Draw a diagram to illustrate the distribution of shear stress across the section as a result of bending. What is the maximum shear stress? [86.7 MN/m².] 7.2 (A/B). A girder has a uniform T cross-section with flange 250 mm x 50 mm and web 220 mm x 50 mm. At a certain section of the girder there is a shear force of 360 kN. Plot neatly to scale the shear-stress distribution across the section, stating the values: (a) where the web and the flange of the section meet; (b) at the neutral axis. [B.P.] [7.47, 37.4, 39.6 MN/m².] 7.3 (A/B). A beam having an inverted T cross-section has an overall width of 150 mm and overall depth of 200 mm. The thickness of the crosspiece is 50 mm and of the vertical web 25 mm. At a certain section along the beam the vertical shear force is found to be 120 kN. Draw neatly to scale, using 20mm…Please Help me to answer this... For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=6.5 ft, b=24.0 ft, P = 32 kips and w = 9.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Determine the bending moment acting at each of the following locations:(a) x = 6.5 ft (i.e., at point B)(b) x = 28.5 ftNote that x = 0 at support A. When entering your answers, use the bending-moment sign convention detailed in Section 7.2. Use your shear-force and bending-moment diagrams to determine the maximum bending moment, Mmax, and its location, xmax. Use the bending-moment sign convention detailed in Section 7.2.Answers:For the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.75 m, b=5.00 m, PB = 60KN, and Pc = 80kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Answers: Ay = Dy= tel tel a i B a Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) PB B a PB Pc a C Pc C KN b KN D b D X D₂ X
- For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let w = 20.0 kips/ft, a=6.0 ft, and b=20.5 ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. a A B a W Calculate the reaction forces By and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Bx = O, it has been omitted from the free-body diagram.) B b b X C XFor the simply supported beam subjected to the loading shown, derive equations for the shear force Vand the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.50 m, b=4.25 m, PB = 45kN, and Pc = 90kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Answers: Ay = Dy= Mi i B Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) PB a PB B a Pc a Pc C kN b KN b D X D₂ XFor the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=2.75 m, b=5.00 m, PB = 60kN, and Pc = 80kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Answers: Ay = a Dy= a B Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) 36.66 BO 103.33 PB a PB Pc a Pc KN b KN b D D x P X
- v Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=9.5 ft, b=20.0 ft, P = 45 kips and w = 10.0 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. a b Calculate the reaction forces A, and C, acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since A, = 0, it has been omitted from the free- body diagram.) B C a b. Answers: Ay = kips kipsFor the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=11.5 ft, b=19.0 ft, P = 50 kips and w = 8.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. A Answers: Ay= Cy= Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Answers: (a) V= (b) V= (c) V= Answers: (a) M= a (b) M= B a Answers: Mmax = B Xmax= kips W kips Determine the shear force acting at each of the following locations: (a) x = 11.5-ft (i.e., just to the left of point B) (b)x= 11.5+ ft (i.e., just to the right of point B) (c) x = 28.5 ft Note that x = 0 at support A. When entering…For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=6.5 ft, b=24.0 ft, P = 32 kips and w = 9.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. 1. Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) 2.Determine the shear force acting at each of the following locations: (in kips)(a) x = 6.5- ft (i.e., just to the left of point B)(b) x = 6.5+ ft (i.e., just to the right of point B)(c) x = 28.5 ft 3.Determine the bending moment acting at each of the following locations: (in kips-ft)(a) x = 6.5 ft (i.e., at point B)(b) x = 28.5 ft 4.Use your…
- For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=1.50 m, b=5.00 m, PA = 75kN, and PC = 90kN. Construct the shear-force and bending-moment diagrams. Determine the shear force acting at each of the following locations:(a) x = 1 m(b) x = 4 m(c) x = 7.00 mFor the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=8.5 ft, b=24.0 ft, P = 30 kips and w = 5.5 kips/ft. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.Calculate the reaction forces Ay and Cy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Determine the shear force acting at each of the following locations:(a) x = 8.5- ft (i.e., just to the left of point B)(b) x = 8.5+ ft (i.e., just to the right of point B)(c) x = 30.5 ftNote that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. Determine the bending moment acting at each of…What is the shear force (in kips rounded to the nearest whole number) at x = 6.0 ft?- What is the bending moment (in kip-ft rounded to the nearest whole number) at x = 6.0 ft? What is the shear force (in kips rounded to the nearest whole number) at x = 9.0 ft? What is the bending moment (in kip-ft rounded to the nearest whole number) at x = 9.0 ft? What is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures.