Question 1:1. The figure shows two steel shafts connected by a steel pipe with interference. Modulus ofelasticity = 210000MPa, Poisson's ratio = 0.3, and Coefficient of friction = 0.1.Fill the following table:L2InterferenceH6/n5dl58mmS2d2100mmLI70mmL2150mmshaft diameter, d =mmShaft inner diameter, di =mmHole outer diameter, do =mmInterference length =mmCoef. Of friction =Modulus of elasticityPoisson's ratioInterference typeМах.Min.InterferencemicronМраPressure =Force =NTorque =NmmCapacity of the assembly pressAllowable transmitted torqueNmm- LP

Question 1: 1. The figure shows two steel shafts connected by a steel pipe with interference. Modulus of elasticity = 210000MP4, Poisson's ratio = 0.3, and Coefficient of friction = 0.1. Fill the following table: L2 Interference H6/n5 dl 58 mm S2 d2 100 mm LI 70 mm L2 150 mm shaft diameter, d = Shaft inner diameter, di = mm mm Hole outer diameter, do = mm Interference length = Coef. Of friction = Modulus of elasticity Poisson's ratio mm Interference type Мах. Min. Interference micron Pressure = Мра Force= Torque = Nmm Capacity of the assembly press Allowable transmitted torque Nmm

Question 1: 1. The figure shows two steel shafts connected by a steel pipe with interference. Modulus of elasticity = 210000MP4, Poisson's ratio = 0.3, and Coefficient of friction = 0.1. Fill the following table: L2 Interference H6/n5 dl 58 mm S2 d2 100 mm LI 70 mm L2 150 mm shaft diameter, d = Shaft inner diameter, di = mm mm Hole outer diameter, do = mm Interference length = Coef. Of friction = Modulus of elasticity Poisson's ratio mm Interference type Мах. Min. Interference micron Pressure = Мра Force= Torque = Nmm Capacity of the assembly press Allowable transmitted torque Nmm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Question: A rectangular column is shown in the figure, assuming fc'=28Mpa, fy=345Mpa, and e=110mm, calculate the following: 300mm lo Pr O O 10-16 mm O O 0 70mm 70mm 120mm 70mm 70mm 1. stress of outermost tension bars Mpa
A cantilever beam with a 'T' shaped cross-section is loaded with a distributed load as shown below. The intensity of the distributed load is 100N/mm. b = 6.25mm and c=6.25mm. A y Parameter L a d 0 L B 777 Description Beam length T Width of the flange Height of the web Yield stress |←0 →| Value 250 80 75 250 y Units mm mm mm MPa You are tasked with ensuring the beam can withstand the applied loading. To do this you must: a) Calculate the centroid for the given cross-section. Your value of y should be measured from the bottom of the section. Determine an expression for Q (statical moment of area) for the given shape. The expression(s) for Q should be in terms of the variable, y, measured from the bottom of the section.
20mm Square plate is subjected normal stresses as illustrated. Modulus of Elasticity, E = 704 MPa and Poisson's ratio is 0.35. Determine the final length of DC. Provide the answer in mm a with two decimal points of accuracy. σ = 80 MPa 20 mm D 20 mm Answer: B C σ = 160 MPa
Figure 5 shows a steel rod of 200 mm length (L) with modulus of elasticity, E = 200 GPa and Poisson's ratio, v = 0.3. The diameter of the rod is D = 15 mm and applied load, F = 20 kN. Determine the change in diameter of the rod. F Area = A Cross section F Figure 5 3 Cs Scanned with CamScanner
1. The figure below shows three cycles of time-varying loading on a double D-ring held together with a single bolt and nut, such as we have discussed in class. The figure shows both the bolt tensile force and the member compressive force. F, solid. F dot-dashed. 7000 6000 5000 4000 3000 2000 1000 t, time (a) Based on the figure, give the minimum and the maximum of the external load, P. (b) Based on the figure, give the stiffness coefficient of the joint and the pre-load. (c) Draw and annotate the force load diagram with F, and Fm on the vertical axis and P on the horizontal axis. (d) When the load is at Pmaz, determine the load factor with respect to joint separation. (e) Assume that the proof load, Fp, is 7500 lbf. When the load is at Pmaz, determine the load factor with respect to overproofing. Tmar:
The uniform abc brass bar has a rectangular vertical cross-section area fixed with support and pin as shown in the figure. Both ends of the rod are free in the vertical direction but rotation in the horizontal direction is prevented a)Find the b / d ratios at the safe boundaries for the horizontal and vertical axes. b)What would be the factor of safety if P = 1.8 kN, L = 7 m, d = 60 mm, and E = 150 GPa?
Determine the proportional shear stress for a material that has a modulus of rigidity of 30 GPa and proportional shear strain of 0.0001. Select one: O a. 30 x 10 Pa © b.0.003 Pa C. 30 x 10 Pa 13 Pa G d. 30 x 10
Three solid cylindrical rods are welded together to form the compound axial member shown in the figure. The compound axial member is attached to a fixed support at A. Each rod has an elastic modulus of E = 47 GPa. Use the following values for the rod lengths and areas: L₁ = 1350 mm, L₂ = 1760 mm, L3 = 1300 mm, A₁ = 260 mm², A₂ = 155 mm², and A3 = 80 mm². What magnitude of external load Pis needed to displace end D a distance of up = 30 mm to the right? Part 1 8₁ F₁ = Part 2 8₂ F2 A = L₁ mm/kN (1) B L2 (2) Find the relationship between ₁, the elongation of rod (1), and the internal tensile force, F₁, in rod (1). Assume 8, is a positive value in units of mm and F, is a positive value in units of kN. So, the answer you enter for the ratio (8₁/F₁) must be in units of (mm/kN). mm/kN C L3 (3) D Similar to the previous step, find the relationship between 82, the elongation of rod (2), and the internal tensile force, F2, in rod (2). Assume 82 is a positive value in units of mm and F2 is a…
The assembly shown in Figure No. 3 consists of a hollow steel [E = 200 GPa] tube (1) with an outside diameter of 60 mm and a wall thickness of 5 mm, a solid 40 mm diameter aluminum [E= 70 GPa rod (2), and a solid 30 mm diameter aluminum rod (3). The member lengths are L1 2 000 mm, L2 = 1 200 mm, and L3 %D 3D800 mm. The following loads act on the assembly: P = 150 kN, Q = 80 kN, and R = 115 kN. Determine (a) the change in length of steel tube (1). (b) the deflection of joint D with respect to the fixed support at A.
5. A steel bar 50mmx50mm in cross-section is 1.2 m long. It is subjected to an axial pull of 200 KN. What are the changes in length, width and volume of the bar, if the value of Poisson s ratio is 0.3 ? Take E as 200 GPa. Answer :Al-0.48mm, Ab-0.006mm and AV-480 mm'.
4 m 450 mm [s0 mn [50 mn 18 350 mm 50 mm Figure la Figure Ib Before a diver jumps into the water, helshe stands at point C, causing a deflection of the board A-B-C in the figure. The board A-B8-C has a modulus of elasticity of E = 15 MPa with the sketched dimensions and cross-section (fig. 1b). Assume g=10 mis?. Provide all steps of your working and solutions handwriten; include diagrams and coordinate systems. a. Determine the reactions at each support A and B. Use the variable w for the weight of the diver, include a free-body diagram.
The cross-section of the beam in the picture is welded from two flat steel 100x20x2000 mm. So L = 2000 mm. The material is S355 J2 G3 (EN 10025). What is the certainty compared to the following? q0 = 19.4 kN/m Correct answer 4.07