Determine the shear Load that act on the fillet weld that joining two plates together if the working stress is 11300 Ib/in? 46 Throat
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Q: Dicuss one way shear
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- What is the safe strength of a 5/16 in. fillet weld if it's actual length is 3 1/2 in. and the allowable unit stress in shear is 13,600 psi? A. 8650 lb B. 9420 lb C. 10,500 lb D. 11,800 lbThe allowable unit stress in shear on a fillet weld is 15,000 psi, and the total actual length of the weld CANNOT exceed 3in. If the weld must transmit a total force equal to 9600 lb, it's size should be A. 1/2 in. B. 3/8 in. C. 5/16 in. D. 1/4 in.Identify the maximum load intensity w0 that can be applied if the weld can resist a maximum shearing stress τallow of 90 MPa. Given that the centroid ?̅ of the beam is located at 110.485 mm from the base of the beam.
- 2. Determine the lengths of the side fillet welds required at the heel and toe of the angle shown. Allowable shearing stress through the throat of each weld is 124 MPa. L 150 x 150 x 13 L1 P1 108 13 150 mm T= 250 kN P21 L2 gusset plate 150The allowable unit stress in shear on a fillet weld is 13,600 psi, and the total actual length of the weld CANNOT exceed 3 in. If the weld must transmit a total force equal 9600 lbs, its size should beZAO O "l zain IQ YA docs.google.com/forms 10/.. find the shear stress in bolts 2 3 1. 5 4 80 kN 80 kN 8-bolt DIA. 10 MM 80 kN 80 kN 8-bolt DIA. 10 MM 110 MPa. 127 MPa. 509 MPa no one 0/10 find the tensile stress in upper plate in section 1-1 (2 (5 (3 1 4) + ...
- A 100 x 100 x 10 mm angle is to be welded to a gusset plate. The angle carries a load of 200 kN applied along its centroidal axis which is 28.7 mm above the short leg as shown in the figure. Use an 8 mm fillet weld with a minimum tensile strength Fu = 483.33 MPa. Determine the length of a transverse fillet weld along the edge of the angle in order to avoid eccentricity of loading. Determine the length of side fillet weld required at the heel. Determine the length of side fillet weld required at the toe.A 2 - inch hole ic to be punchicd on a 3/8-inch thick plate with an ultimate chearing strergth of 42 ksi. KWhat should be the minimum the puncher.? compressive strength ofidentify the zero force member please
- Dicuss one way shearAn equal angle of area A has been welded on one side of gusset plate and carries tension along the axis. What is the effective area of the angle?Question j=169" R=2.1" ;f 4- 2.81 d $ 100 08 96 07 h £=0.5" * # >P d=7.3" Material is ASTM A36. Plate is fixed 511 by 4 screws of {"$. using the information provided, calculate the ultimate stress (factored by LRFD) for shear fracture and tensile rupture of block pattern passing through points the shear 3-10-9-4..