Please answer within 30 minsshow the complete solutions and select the correct answer 20 mm-50 mm.A20 mmונות 10050 mm100 mmM = 8 kN.mA unique strut, shown in the figure, will be used in theinstallation of an innovative material in the PixelBuilding. A moment is then applied as shown. What willbe the bending stresses? fba = 4.49 MPa (T)fb₁ = 49.4 MPa (C)1fba = 49.4 MPa (T)fb₂ = 4.49 MPa (C)2fba = 4.49 MPa (C)fbb = 49.4 MPa (T)3fba = 49.4 MPa (C)fbb = 4.49 MPa (T)

Answered: Image /qna-images/answer/7a19c34a-175a-494c-a628-f3f106efccf7.jpg

Answered: B 20 mm- 50 mm A 20 mm 100 mm 50 mm 100…

Engineering

Mechanical Engineering

B 20 mm- 50 mm A 20 mm 100 mm 50 mm 100 mm M = 8 kN-m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Similar questions

Q6/ A material has a true stress -strain curve given by o=Kɛ", derive and calculate the true and engineering ultimate tensile strength of this material. (use : k=689.47kpa , n=0.5)
If an isotropic material has a Young's modulus of 120 Gpa and a Poisson's ratio of 0.3, calculate its shear modulus. Select one: O G= 25 Gpa O G= 46 Gpa O G = 77 Gpa O G= 39 Gpa O G= 29 Gpa
In Figure 1, with its dimensions, loading status and material properties, different full circle cross-section rod has been given. The AB part of the rod is steel, 100 mm in diameter; BC part is copper and its diameter It is 80 mm. (a) Draw the normal force diagram of the bar. (b) Calculate the normal stresses to occur in parts AB and BC. (c) Calculate the total length change of the rod. çelik=steel , bakır=copper L4(cm)=230 , L5(cm)=240 , P1(kN)=124 , P2(kN)=58
In Figure 1, with its dimensions, loading status and material properties, different full circle cross-section rod has been given. The AB part of the rod is steel, 100 mm in diameter; BC part is copper and its diameter It is 80 mm. (a) Draw the normal force diagram of the bar. (b) Calculate the normal stresses to occur in parts AB and BC. (c) Calculate the total length change of the rod. çelik=steel , bakır=copper , şekil 1 = figure 1 L4(cm)=230 , L5(cm)=240 , P1(kN)=124 , P2(kN)=58
Figure below shows the state of stress at a critical point on a component of a lawn mower, where Ox = 10 MPa (compressive) Oy=25 MPa (tensile) =90 MPa (clockwise) %3D Material properties are Txy= 0z=20 MPa (compressive) Syt = 300 MPa ; Syc= 600 MPa; Ssy=200 MPa; EF=0.15 %3D %3D Tay Calculate factor of safety using appropriate failure theory?
Consider the frame in (Figure 1). The crate weighs 400 lb. Follow the sign convention. Figure 4 ft A B 1.5 ft 1.5 ft 1.5 ft 1.5 ft F C E D 0.4 ft 1 of 1 Part A Determine the normal force at point F Express your answer in pounds to three significant figures. N₂ = Submit Part B Vp = Determine the shear force at point F. Express your answer in pounds to three significant figures. Submit Part C VAΣ Ivec ΑΣΦ Request Answer Mp= [V=| ΑΣΦ Request Answer vec 4 Determine the moment at point F. Express your answer in pound-feet to three significant figures. 197| ΑΣΦ ↓↑ vec ? wwwww. ? B ? lb lb lb-ft
Hi, I have been given this pin-jointed frame analysis to solve (see pictures of the structure attached). Can you help me answer all the questions below? Especially the one about the bending moment and shear force. The Figure 2 attached is a simplified structure to undertake a structural analysis on a concept design for a low cost stroller/buggy for children. The buggy consists of a number of metal sections that are pin-jointed together. The buggy is designed to accommodate a child of mass no more than 20 kg, sat on the seat which is supported at four points (Fc) on the frame of the buggy. Assume that the weight of the child is equally distributed across all of the points indicated on Figure 2 as Fc. Assume that there are no additional forces applied to the handle of the buggy, that the buggy is static (stationary) and that the buggy, and the elements of the frame have no mass. At points A and G, there are roll supports. At Points B, F and D there are the pin supports. I am required…
A tianium disk (roe 107 CPa, Poisson's ratio = 0,34)precisely 8 mm thick by 30 mm diameter is usedas a cover plate in a mechanical loading device. Ifa 20-kN load is applied to the disk, calculate theresulting dimensions.
Question 1: Taking the safety factor as 2 for the loading condition shown in the figure, we can calculate the maximum axial force (P) that can be applied. d=100mma) On the theory of maximum normal stressb) Maximum shear stress theoryc) Calculate according to the maximum strain energy theory.The structure is made of steel and the proportional limit is 250 MN / m2 in pressing and drawing, and 140 MN / m2 in shear. The elasticity module of the material is 200 GPa and the Poisson's ratio is 0.3. d=100mm
In the attached picture there is a sketch of a socket wrench. Assume the wrench is held at a fixed point “A”. The yield stress of the material is known to be 500 MPa. Answer the questions below Describe the stresses at point “A” and their causes and calculate the stresses. Determine the factor of safety against yield assuming the Tresca yield criteria. Determine the factor of safety against yield assuming the von Mises yield criteria using both principal stresses and “Cartesian” stresses. Do your values match or not, and is this expected? Explain. Do the calculated values make sense with the respect to the Tresca value? Explain, why or why not?
Search nations Slide Show Review View Help A A A E E EE E e AV Aa 2 A- Shapes Ar Font Paragraph 13. For a given material, Young's modulus is 110 GN/m2 and shear modulus is 42 GN/m2. Find the bulk modulus and lateral contraction of a round bar of 37.5 mm diameter and 2.4 m long when stretched 2.5 mm
A circular rod of length 18 cm and diameter 5 mm is made of grade 1045 grade steel. a. Calculate the stress and strain in the rod, and its extension, when it is subjected to 7 kN of tension. (Express your answers using three significant figures.) |MPa E = x10-4 (Express your answer using whole numbers.) AL = | pm b. At what force would the rod begin to yield? (Express your answer using three significant figures.) F = |kN c. By what amount would the rod have to be stretched beyond its original length in order to yield? (Express your answer using whole numbers.) AL = um