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Case No.13. A bracket is welded to the vertical plate by means of two fillet welds...
Q2. A 55 mm Diameter solid shaft is to be welded to a flat plate by...
Q2. A 55 mm Diameter solid shaft is to be welded to a flat plate by a fillet weld around the circumference of the shaft. Determine the size of the weld if the torque on the shaft is 3kN.m. The allowable shear stress in the weld is 70 MPa. Hint: support your answer with a hand sketch represent the question.
ws a horizontal plate welded to a vertical channel End of the plate. The dimensions b,...
ws a horizontal plate welded to a vertical channel End of the plate. The dimensions b, c, and d are 50, . A load Fof 12 120, and 40o mm respectively 5 pt.) The moment M used to caleulate th secondary shear stress τ", as in the fo equation,is low Mr 1.440 kN-m 1.740 kN-m 01.826 kN-m 2.040O kN-m C) your write-in ocation of G Throat Area
1. For the following nominal sizes of fillet welds determine: a) The throat thickness b) The...
1. For the following nominal sizes of fillet welds determine: a) The throat thickness b) The safe load (N/mm), weld material = 410MP and FoS=3. Nominal size (mm) 4681012 1620 24 Throat thickness (mm) Safe load (N/mm) Note: These results can be used to solve the remainder of problems. Answer N/mm mm |2.8 387 4.2 580 5.7 773 7.1 966 8.5 1160 11.3 1550 14.1 1930 17.02320 2. A 100mm wide and 10mm thick steel strap is to be welded...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...
The rectangular plate shown in the figure below has the given loads uniformly distributed over the...
The rectangular plate shown in the figure below has the given loads uniformly distributed over the edges. The plate is 50 mm thick, AB is 500 mm and BC is 400 mm (a) (b) (c) (d) (e) Determine the shear forces which must operate on the edges BC and DA to maintain the equilibrium of the plate Relative to the x,y reference axes, determine the state of stress at any point P in the interior of the plate For the...
shown in Figure 2. Two circular disks A and B are welded to the ends of both bars. The disks lie in planes disks A a...
shown in Figure 2. Two circular disks A and B are welded to the ends of both bars. The disks lie in planes disks A and B subjecting the bars to torsion. If the allowable maximum shear stress is 35 MPa and the allowable rate of twist is 3°/m for both bars, determine the smallest outer diameter (D, and Di) of both bars. The shear modulus of elasticity is 39 GPa to the axes of the bars. Forces 15 kN...
Fig. , illustrates schematic arrangement for a basketball (goat, and comprises hoop. Arm and flange plate portions. The flange plate is attached to the rear backboard by means of 4 has of M8...
Fig. , illustrates schematic arrangement for a basketball (goat, and comprises hoop. Arm and flange plate portions. The flange plate is attached to the rear backboard by means of 4 has of M8 black bolts arranged as shown. The 30mm square arm is connected to the flange plate via continuous fillet weld. Given the operational requirement that a static load factor of 1.6 and an additional factor of 2 is necessary to allow for vertical dynamic action. Determine: The maximium...
Q.6) Seven wood planks are used to construct a built-up beam shown below. The beam is subjected t...
Q.6) Seven wood planks are used to construct a built-up beam shown below. The beam is subjected to a vertical force of 12 kN, and has an Iz 1.5 x 109 mm The allowable shear force for nails at A and B is 250 N. Determine the maximum spacing for horizontal nails at A and vertical nails at B. 50 300 50 A 100 50 400 50 200 Dimensions in mm
Q.6) Seven wood planks are used to construct a...
1. Complete the table below for the welded connection samples shown. ETNICES Ful enetration But Weld Partial Penet...
1. Complete the table below for the welded connection samples shown. ETNICES Ful enetration But Weld Partial Penetration Burt Weld Flat/Plate Grade 300 Steel t>17 fyp 280 MPa up 440 MPa A-A B-B 10mm Weld Electrode: E48XX/W50X Quality: SP w480 MPa 1 Determine the nominal tension capacity of the welded connection as per AS4100 Nominal capacity is the design capacity without relevant capacity reduction factors Assume the design throat thickness can be taken to the full depth of penetration. 2...
Required information The built-up wooden beam shown is subjected to a vertical shear of 8.4 kN....
Required information The built-up wooden beam shown is subjected to a vertical shear of 8.4 kN. The nails are spaced longitudinally every 60 mm at A and every 25 mm at B. (Given: lx = 1.504 * 109 mm4) 501 300 B 1014 A 100 50 400 - 50 200 B Dimensions in mm Determine the shearing force in the nails at A. (Round the final answer to the nearest whole number.) The shearing force in the nails at A...
Q2. A 55 mm Diameter solid shaft is to be welded to a flat plate by a fillet weld around the circumference of the shaft. Determine the size of the weld if the torque on the shaft is 3kN.m. The allowable shear stress in the weld is 70 MPa. Hint: support your answer with a hand sketch represent the question.
ws a horizontal plate welded to a vertical channel End of the plate. The dimensions b, c, and d are 50, . A load Fof 12 120, and 40o mm respectively 5 pt.) The moment M used to caleulate th secondary shear stress τ", as in the fo equation,is low Mr 1.440 kN-m 1.740 kN-m 01.826 kN-m 2.040O kN-m C) your write-in ocation of G Throat Area
1. For the following nominal sizes of fillet welds determine: a) The throat thickness b) The safe load (N/mm), weld material = 410MP and FoS=3. Nominal size (mm) 4681012 1620 24 Throat thickness (mm) Safe load (N/mm) Note: These results can be used to solve the remainder of problems. Answer N/mm mm |2.8 387 4.2 580 5.7 773 7.1 966 8.5 1160 11.3 1550 14.1 1930 17.02320 2. A 100mm wide and 10mm thick steel strap is to be welded...
Question 1 (30 Marks) Plate A is fillet-welded to Plate B as shown in Figure 1. Plate A and Plate B have the same material properties Both plates are 10 mm thick. There are two holes (with a diameter of d) in Plate A. It is assumed that weld failure will not occur (a) If Plate A has a yield stress (fy) of 350 MPa and an ultimate tensile strength (fu) of 450 MPa, what is the maximum load (P)...
The rectangular plate shown in the figure below has the given loads uniformly distributed over the edges. The plate is 50 mm thick, AB is 500 mm and BC is 400 mm (a) (b) (c) (d) (e) Determine the shear forces which must operate on the edges BC and DA to maintain the equilibrium of the plate Relative to the x,y reference axes, determine the state of stress at any point P in the interior of the plate For the...
shown in Figure 2. Two circular disks A and B are welded to the ends of both bars. The disks lie in planes disks A and B subjecting the bars to torsion. If the allowable maximum shear stress is 35 MPa and the allowable rate of twist is 3°/m for both bars, determine the smallest outer diameter (D, and Di) of both bars. The shear modulus of elasticity is 39 GPa to the axes of the bars. Forces 15 kN...
Fig. , illustrates schematic arrangement for a basketball (goat, and comprises hoop. Arm and flange plate portions. The flange plate is attached to the rear backboard by means of 4 has of M8 black bolts arranged as shown. The 30mm square arm is connected to the flange plate via continuous fillet weld. Given the operational requirement that a static load factor of 1.6 and an additional factor of 2 is necessary to allow for vertical dynamic action. Determine: The maximium...
Q.6) Seven wood planks are used to construct a built-up beam shown below. The beam is subjected to a vertical force of 12 kN, and has an Iz 1.5 x 109 mm The allowable shear force for nails at A and B is 250 N. Determine the maximum spacing for horizontal nails at A and vertical nails at B. 50 300 50 A 100 50 400 50 200 Dimensions in mm
Q.6) Seven wood planks are used to construct a...
1. Complete the table below for the welded connection samples shown. ETNICES Ful enetration But Weld Partial Penetration Burt Weld Flat/Plate Grade 300 Steel t>17 fyp 280 MPa up 440 MPa A-A B-B 10mm Weld Electrode: E48XX/W50X Quality: SP w480 MPa 1 Determine the nominal tension capacity of the welded connection as per AS4100 Nominal capacity is the design capacity without relevant capacity reduction factors Assume the design throat thickness can be taken to the full depth of penetration. 2...
Required information The built-up wooden beam shown is subjected to a vertical shear of 8.4 kN. The nails are spaced longitudinally every 60 mm at A and every 25 mm at B. (Given: lx = 1.504 * 109 mm4) 501 300 B 1014 A 100 50 400 - 50 200 B Dimensions in mm Determine the shearing force in the nails at A. (Round the final answer to the nearest whole number.) The shearing force in the nails at A...
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