A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Fod d kb The dimensions for the parameters in the figure are given below. b = 52 mm c=138 mm d = 52 mm h = 5 mm What is the allowable force, F, on the weld? The allowable force, F, on the weld is kN.

A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Fod d kb The dimensions for the parameters in the figure are given below. b = 52 mm c=138 mm d = 52 mm h = 5 mm What is the allowable force, F, on the weld? The allowable force, F, on the weld is kN.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.2.9P: A spherical tank of diameter 48 in. and wall thickness 1.75 in. contains compressed air at a...

See similar textbooks

Similar questions

A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Fo d The dimensions for the parameters in the figure are given below. b = 52 mm c=138 mm d = 52 mm h = 5 mm Determine the values of the area of the weld and the polar moment of area. mm² The value of the area of the weld is The value of the polar moment of area is X 10³ mm4.
A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. + d The dimensions for the parameters in the figure are given below. b= 50 mm c=134 mm = 50 mm F d h = 4 mm Using electrode E7010, a bar that is hot-rolled 1020, and a support that is hot-rolled 1015, find the allowable force, F, on the weld. The allowable force, F, on the weld is 10.433 kN.
Required Information A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 27 kpsl. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Fod d h c = 6 In d=2 In h = 0.325 in | F The dimensions for the parameters in the figure are given below. b=2 in Using electrode E7010, a bar that is hot-rolled 1020, and a support that is hot-rolled 1015, find the allowable force, F, on the weld. The allowable force, F, on the weld is klp.
(a) A steel bar of thickness h is welded to a vertical support as shown in the figure. What is the shear stress in the throat of the welds due to the force F? Use the appropriate parameters from the table below for this specific problem. b= 4 in, d= 2 in, h=5/16, F= 100 kips (b) If F is working downward, find the shear stresses. h d F
(a) A steel bar of thickness h is welded to a vertical support as shown in the figure. What is the shear stress in the throat of the welds due to the force F? Use the appropriate parameters from the table below for this specific problem. b= 4 in, c= 6in, d= 2 in, h=5/16, F= 100 kips (b) If F is working downward, find the shear stresses. d F b Rectar
The permissible shear stress for the weldment in Figure is 109.2 MPa. Estimate the second polar moment of area. Take F = 20.7 kN, a = 104 mm and h = 7 mm. Give your answer in mm². Work to 3 decimal places. Do not submit the answer with units. h a h 180 mm ןד 150 mm
A rectangular plate (0 =25°) is formed by welding two triangular plates shown in figure. The plate is subjected to a compressive stress of 2.5 MPa in the x-direction and a tensile stress of 15 MPa in the y-direction. Determine the normal stress acting perpendicular to the line of the weld and the shear stress acting parallel to the weld. y Weld Lütfen birini seçin: a. 0.417 MPa/4.38 MPa b. None O c. 0.6256 MPa/6.70 MPa O d. 11.874 MPa/6.70 MPa e. 9.3175 MPa/6.09 MPa O O O
! Required information A steel bar of thickness h, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 148 MPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. d b The dimensions for the parameters in the figure are given below. b= 52 mm c=138 mm d=52 mm h = 5 mm What is the allowable force, F, on the weld? The allowable force, F, on the weld is 252.84 kN.
A steel plate, 80 mm wide and 10 mm thick, is joined toanother steel plate by means of a single transverse anddouble parallel fillet welds, as shown in figure. The strengthof the welded joint should be equal to the strength of theplates to be joined. The permissible tensile and shearstresses for the weld material and the plates are 100 and 70N/mm2 respectively. Find the length of each parallel filletweld. Assume that the tensile force passes through the centre of gravity of three welds.
Problem A-1 [Pressure Vessel Problem] A welded cylindrical pressure vessel is shown in the figure. The inner diameter is 600 mm. The wall thickness is 10 mm. Given the gage pressure of 5 MPa, determine (1) the normal stress perpendicular to the weld line and (2) the shear stress parallel to the weld line. Weld Line 30°
Saved The figure shows a horizontal steel bar of thickness h loaded in steady tension and welded to a vertical support. Find the load Fthat will cause an allowable shear stress, Tallow, in the throats of the welds. b= 3.56 in, d = 2.08 in, h = 5/16 in, and Tallow = 25.5 kpsi The load Fthat will cause an allowable shear stress in the throats of the welds is 7kip.
Q1: A 125 x 95 x 10 mm angle is welded to a frame by two 10 mm fillet welds, as shown in Figure bellow. A load of 16 kN is applied normal to he gravity axis at a distance of 300 mm from the center of gravity of welds. Find maximun shear stress in the welds, assuming cach weld to be 100 mm long and parallel to the axis of the angle. 16 kN 300 G! 125 100