Determine the length of the fillet weld lap joint shown in the figure below. The weld has to resist a tension of 115 kips. The effective throat for the weld h = 0.5 inches, and the allowable stress is 21 ksi. length F = 115 kips
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- A spherical tank of diameter 48 in. and wall thickness 1.75 in. contains compressed air at a pressure of 2200 psi. The tank is constructed of two hemispheres joined by a welded seam (see figure). (a) What is the tensile load/ (lb per in. of length of weld) carried by the weld? (b) What is the maximum shear stress rm2Xin the wall of the tank? (c) What is the maximum normal strain e in the wall? (For steel, assume E = 30 X 10 psi and v = 0.29.)A bracket is welded to the verical column by means of two fillet welds as shown in the figure. Determine the size of the welds, if the permissible shear stress in the weld is limited by 70N/mm^2.appropriate length of the weld joint shown in the figure if the force is equal to (60000lb) and the operating stress value is (60ksi) and the size of the weld is (1/4in).
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- A beam is supported and loaded as shown in the figure. Data: L = 1000 mm, c = 300 mm, f = 100 mm, D = 100 mm, d = 80 mm. The beam consists of different parts that are welded, and the fillet weld size a is 4 mm. The load q is 2 kN/m, and P = 10 kN. Calculate the maximum stress in the welds.Q.2. A bar with a rectangular cross-section is weld as shown. Determine the size weld, if the pemissible shear stress in the weld 80 MPa. The rectangle area of a fillet weld is equal to [ 2t (b+/)]. 31KN Please send the solution within half an hour and thank youA welded connection has an effective length of 150 mm. 12 mm fillet welds are used. If the ultimate strength of the weld is 485 MPa and its allowable shearing stress is 60% of Fuw. Determine the allowable shearing stress of the weld in MPa.