FIGURE 4 10. Refer to figure 4. 10 kip Determine the maximum shear stress developed in each 2cm.-diameter 5 kip bolt. a. 3.45 ksi 3 kip b. 7.96 ksi c. 2.04 ksi d. 5.13 ksi e. none of the above
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- Question 3: The cantilever beam in the figure is the result of joining three parts with nails. has been created. As each nail carries 900N cutting force a) Determine the nail spacing. b) Draw the shear stress distribution in the most stressed section. 12kN 8kN 3cm I A 30cm 1.2m 1.2m 20cm Зст Зст2:37 6.00 KB/S A 2M 3M B Problem 2: A rigid block of negligible mass is supported by three symmetrically spaced rods as shown. Each copper rod has an area of 900mm2 and E=120GPA, and the allowable stress is 70MPa. The steel rod has an area of 1200mm2, E=200GPA and the allowable stress is 140MPA. Determine the largest load P which can be supported. Your answer Figure for Problem 2 STEEL 24OMM COPPER COPPER 16OMM 16OMM --The constant wal thicknes of atue wit he elipial cross section shown is 0.12 in. What torque will cause a 3in. shear stress of 600 pr? -6in-
- P7-L In cach case,calculate the value of Q and i that are used in the shear formula for finding the shear stress at A. Alsa, show how the shcar stress acts on a differential volume element located at point A. fa2m 02m tazm al aim (d) al m 03m 03 m taim Fozm le) a5m falm 402m 0.3m talm 01m (c)The cantilever beam in the figure is the result of joining three parts with nails. has been created. As each nail carries 90ON cutting force a) Determine the nail spacing. b) Draw the shear stress distribution in the most stressed section. 12kN 8kN B 3cm I 30cm 1.2m 1.2m 20cm Зст 3cm(a) Determine the magnitudes of the stresses (report positive numbers here) at H caused by the forces and moments of Parts 1 and 2. Answers: OHaxial i ! МРа, OHbend = 123.615 MPa, THshear MPа, THtorque MPa. 50.499
- Refer to the photo provided and please make sure your handwriting is readable a = 1.01 m b = 2.02 m c. 1.505 m d. 4.505 m P1 = 6.06 kN P2 = 24.04 kN 1. Compute the resultant reaction at I in kN. 2. Compute force member DE in kN 3. Compute normal stress in member CE in kN/m2 if the value of the area is A mm2.CLO 1: Determine the maximum tensile stress in MPa if P = 115 %3D kN. 20 mm 25 mm 20 mm 45mm 3somm 16.064 28.395 45.176 10.040 46 mmka & pat 5em 2cm 4cm por Find steess the maximum chear and home Fined manent of inertia, T Find the normal stress/Volume and the Shear stress /volume as this volume is. directionally proportional to the mass of the beam. - Find in terms of P, and use MPA/mm³ for units.
- If the average normal stress is 120 MPa, find the maximum value of P ž in. I in. 4 in. 3 in 2 in. 3 in 2 in. xLin. a. 3.90 kN Ob.4.50 kN Oc. 390 kN Od. 450 NHWAA traingular beam Beomm wide by 30omm height is Pinned at A, suPPorted by a cable CD and Carries a load (P) as shown in figure, Determine the max Valne of (P) that will not exceed a ombined normal stress of 120 Mla? Ans/ Prat - loo.3 W HoW:B Find the max Valne of (P) that canbe aPPlied on the Cantilever beam Shown in figure , knowing that the max Combined stresses will not exceed(22.67 MPa)in tension and (17.33 MPa) in cemPression? Ans/ Pmax 3D25W 450mm to Cable 30omm 150mm 50mm 300mm 2m Fig. (A) fig. (B)Link BD is a 1-in. bar. wide and ½ in. of thickness. Knowing that each pin has a diameter of ⅜ in., calculate the maximum value of the average normal stress in link BD ifa) ∅= 0,b) ∅= 90°