The problem is that of the fluctuating loads. Hence, the mean and variable forces can be calculated from the data given, and hence, the mean and variable stresses are calculated.
The endurance strength can be expressed as the product of the reliability , size factor, and the inverse of the theoretical stress concentration factor, with that of the endurance limit. If endurance limit is not given directly, then half of the ultimate limit is taken into consideration. The actual endurance limit can be hence calculated by the method illustrated in the pictures enclosed. Kindly check the same for other detailed solution as well.
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Question 3 128 Marks 2 rectangular beam shown in the figure is subjected to a fluctuating axial f...
Question 2 The steel cantilever beam shown here is subjected to a fluctuating transverse force, P, The part is solid and cylindrical with a diameter of 30 mm The bar material is machined and made of AISI ASTM Class 40 Steel machine finish. It will be used at room temperature. A reliability of 95% is desired for the part. a. Find the Design Endurance Limit (S.) b. Find the Endurance Strength at 100,000
Question 1 A flat leaf spring made from AISI 1020 cold drawn steel has fluctuating stresses between the maximum stress, Smar of 360 MPa and minimum stress, Smn of 160 MPa; applied for a duration of 8 (10) cycles. The AISI 1020 CD material has a fully corrected endurance strength of Sa 5 175 MPa, yield strength, S, of 390 MPa and ultimate strength, S of 470 MPa. Assume that the fatigue strength fraction, f of 0.9 Using Miner's method,...
SOLVE ALL , Show details clear and orgnaized In an application, an Acme-threaded power screws is to be designed to raise a maximum load of 50 kN. (a) Select a satisfactory screw from the Table on the basis of tensile strength, limiting the tensile stress to 70 MPa (2 marks). (b) Then determine the required thickness of the nut that to limit the shear stress in the threads to 35 MPa (2 marks). (c) For the screw thus designed, check...
A rectangular beam is subjected to the loadings shown in Figure Q.16(a) has cross section of 100 mm x 300 mm as shown in Figure Q.16(b). An axial load of 5 kN is applied along the centroid of the cross-section at one end of the beam. Compute the normal stress and shear stress at point P through the cut-section of P in the beam. [15 marks] у 10 kN/m P Ž 5 KN --- 00 P k 3 m -...
PLEASE MAKE SURE THE ANSWERS MATCH THE ONES GIVEN BETWEEN PARENTHESES 1. Fluctuating loading. The cold-drawn AISI 1040 steel bar (S590 MPa, S 490 MPa) shown in the figure is subjected to the following different cyclic loading conditions. Estimate the fatigue factor of safety based on achieving infinite life (use Modified Goodman method) and the yielding factor of safety. If infinite life is not predicted, estimate the number of cycles to failure. The fatigue strength modification factor f 0.87. For...
Figure Q3 shows a simply supported beam carrying a point load. The beam hasa rectangular hollow steel section as shown in Figure Q3. a. Calculate the second moment of area of the section about the horizontal (10 marks) centroidal axis. Calculate the maximum allowable value of the point load Wif the elastic bending (15 marks) b. stress in the beam is to be limited to 250 MPa. c. Calculate the maximum shear stress at q-q in the beam when the...
The beam shown in the figure is loaded with a distributed dead load G (including self-weight) and a distributed live load Q. Additionally, a point load Pq is acting on the structure. aPa d. The following values are used for this singly reinforced beam 29 MPa 500 MPa A 280 mm Ag 1350 mm Po 90 kN d 540 mm G 12 kN/m d. 60 mm .Q26 kN/m . b.350 mm I 7m do load factor for Pa .S300 mm...
Design Problem: : (20 marks) Flr a safety factor of 2, find the safe load that the AISI 1020 beam, fixed at both ends (1o mm widex mm deep and span 2m) can carry: 180 (1) by elastic analysis, with the factor of safety based on yield, and, (2) by plastic design. (note: AISI 1020 Steel: yield stress 250 MPa, )
The cantilever beam shown in the figure is subjected to a concentrated load at point B. The stresses acting at point H on the beam are to be determined. H Cross section For this analysis, use the following values: Beam and Load. a = 1.75 m b=0.30 m @= 60 degrees P = 25 KN Cross-sectional Dimensions d=250 mm bp = 125 mm ty=7 mm tw = 7 mm C= 30 mm (Note: The load P applied at Bacts in...
Task 1: (50 Marks) Cross section of a reinforced concrete beam is shown in Figure 1. The following shear forces have been calculated due to Dead Load and Live Load at the support: VDL = 150 kN, ViL = 200 kN. Design the shear reinforcement for the ultimate shear force. Use No. 10 bars for shear reinforcement Assume "fe, = 28 MPa, fyt-420 MPa, b = 300 mm, d = 750 mm, h = 800 mm Figure 1. Beam cross-section