Two steel tubes are joined at B by four pins (dp = 11 mm), as shown in the cross section a – a in the figure. The outer diameters of the tubes are dAB = 40 mm and dBC = 28 mm. The wall thicknesses are tAB = 6 mm and tBC = 7 mm. The yield stress in tension for the steel is (y = 200 MPa and the ultimate stress in tension is (U = 340 MPa. The corresponding yield and ultimate values in shear of the pine are 80 MPa and 140 MPa, respectively. Finally, the yield and ultimate values in bearing between the pins and the tubes are 260 MPa and 450 MPa, respectively. Assume that the factors of safety with respect to yield stress and ultimate stress are 4 and 5, respectively. Calculate the allowable tensile force Pallow considering tension in the tubes. Recompute the Pallow for shear in the pins. Finally, recompute Pallow for bearing between the pins and the tubes. What is the controlling value of P?
Two steel tubes are joined at B by four pins (dp = 11 mm), as shown in the cross section a – a in the figure. The outer diameters of the tubes are dAB = 40 mm and dBC = 28 mm. The wall thicknesses are tAB = 6 mm and tBC = 7 mm. The yield stress in tension for the steel is (y = 200 MPa and the ultimate stress in tension is (U = 340 MPa. The corresponding yield and ultimate values in shear of the pine are 80 MPa and 140 MPa, respectively. Finally, the yield and ultimate values in bearing between the pins and the tubes are 260 MPa and 450 MPa, respectively. Assume that the factors of safety with respect to yield stress and ultimate stress are 4 and 5, respectively.
Calculate the allowable tensile force Pallow considering tension in the tubes.
Recompute the Pallow for shear in the pins.
Finally, recompute Pallow for bearing between the pins and the tubes. What is the controlling value of P?
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