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6. Determine the largest load P that can be safely supported by a steel plate with...
Determine the largest axial load P that can be safely supported by a flat steel bar...
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick and respectively, 40 and 60 mm wide, connected by fillets of radius r=8 mm. Assume the maximum allowable normal stress is 165 MPa. D/d = 2 13 0.3 2r/D 0.4 0.5 0.6 0 0.1 0.2 a) Flat bars with holes 0.7 O 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28...
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as sho...
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as shown below. Both members are made of steel with allowable normal stress = 160 MPa, allowable shear stress 100 MPa, and allowable bearing stress 200 MPa. Determine the minimum required diameter of the solid shaft, and the minimum required outer diameter and thickness of the circular end plate. P 150 kN ds d 30 mm...
Label Given, Find , and Solution PLEASE 1.18 A load P is applied to a steel...
Label Given, Find , and Solution PLEASE
1.18 A load P is applied to a steel rod supported as shown by an alu- minum plate into which a 12-mm-diameter hole has been drilled Knowing that the shearing stress must not exceed 180 MPa in the steel rod and 70 MPa in the aluminum plate, determine the larg- est load P that can be applied to the rod. 40 mm 10 mm 8 mm 12 mm Fig. P1.18
Pipe (2) is supported by a pin at bracket C and by tie rod (1). The...
Pipe (2) is supported by a pin at bracket C and by tie
rod (1). The structure supports a load P at pin
B. Tie rod (1) has a diameter of 11 mm and an allowable
normal stress of 165 MPa. Pipe (2) has an outside diameter of 48
mm, a wall thickness of 7 mm, and an allowable normal stress of 75
MPa. Assume x1 = 2.9 m, x2
= 1.5 m, and y1 = 3.9 m. Determine the...
A wood beam (1) is reinforced on its lower surface by a steel plate (2) as...
A wood beam (1) is reinforced on its lower surface by a steel
plate (2) as shown in the figure. Dimensions of the cross section
are b 1 = 220 mm , d = 385 mm , b 2 = 190 mm , and t = 25 mm . The
elastic moduli of the wood and steel are E 1 = 12.5 GPa and E 2 =
200 GPa , respectively. The allowable bending stresses of the wood
and steel...
Chapter 1, Reserve Problem 003 Pipe (2) is supported by a pin at bracket C and...
Chapter 1, Reserve Problem 003 Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 12 mm and an allowable normal stress of 130 MPa. Pipe (2) has an outside diameter of 58 mm, a wall thickness of 6 mm, and an allowable normal stress of 95 MPa. Assume x1 = 2.8 m, x2 = 1.3 m, and y1...
In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are...
In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 159 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. (Round the final answer to three...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that ink BD is not reinforced around the pin holes Front view 18 mm Side...
6. A plate with width of 400mm and thickness of 12mm is to be connected to...
6. A plate with width of 400mm and thickness of 12mm is to be connected to a plate of the same width and thickness by 34mm diameter bolts as shown in the figure. The holes are 2mm larger than the bolt diameter. The plate is A36 steel with yield strength Fy=248 MPa. Allowable tensile stress is 0.60Fy. It is required to determine the value of "b" so that the net width along bolts 1-2-3-4 is equal to the net width...
The filleted plate shown in figure 1 below supports an axial load "P" and has a...
The filleted plate shown in figure 1 below supports an axial load "P" and has a thickness "t". The "hole" and "fillets" are far enough apart from each other so the stress concentration of one does not influence the stress concentration of the other. Use this information and the values given abovethe following figure to answer the following questions. (Assume the plate is made of relatively brittle material.) a.) What is the stress concentration factor Kt for the hole? b.)...
Determine the largest axial load P that can be safely supported by a flat steel bar consisting of two portions, both 10 mm thick and respectively, 40 and 60 mm wide, connected by fillets of radius r=8 mm. Assume the maximum allowable normal stress is 165 MPa. D/d = 2 13 0.3 2r/D 0.4 0.5 0.6 0 0.1 0.2 a) Flat bars with holes 0.7 O 0.02 0.04 0.06 0.08 0.10 0.12 0.14 0.16 0.18 0.20 0.22 0.24 0.26 0.28...
A vertical load P = 150 kN is applied to a circular solid shaft which in turn is supported by a circular end cap as shown below. Both members are made of steel with allowable normal stress = 160 MPa, allowable shear stress 100 MPa, and allowable bearing stress 200 MPa. Determine the minimum required diameter of the solid shaft, and the minimum required outer diameter and thickness of the circular end plate. P 150 kN ds d 30 mm...
Label Given, Find , and Solution PLEASE
1.18 A load P is applied to a steel rod supported as shown by an alu- minum plate into which a 12-mm-diameter hole has been drilled Knowing that the shearing stress must not exceed 180 MPa in the steel rod and 70 MPa in the aluminum plate, determine the larg- est load P that can be applied to the rod. 40 mm 10 mm 8 mm 12 mm Fig. P1.18
Pipe (2) is supported by a pin at bracket C and by tie
rod (1). The structure supports a load P at pin
B. Tie rod (1) has a diameter of 11 mm and an allowable
normal stress of 165 MPa. Pipe (2) has an outside diameter of 48
mm, a wall thickness of 7 mm, and an allowable normal stress of 75
MPa. Assume x1 = 2.9 m, x2
= 1.5 m, and y1 = 3.9 m. Determine the...
A wood beam (1) is reinforced on its lower surface by a steel
plate (2) as shown in the figure. Dimensions of the cross section
are b 1 = 220 mm , d = 385 mm , b 2 = 190 mm , and t = 25 mm . The
elastic moduli of the wood and steel are E 1 = 12.5 GPa and E 2 =
200 GPa , respectively. The allowable bending stresses of the wood
and steel...
Chapter 1, Reserve Problem 003 Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 12 mm and an allowable normal stress of 130 MPa. Pipe (2) has an outside diameter of 58 mm, a wall thickness of 6 mm, and an allowable normal stress of 95 MPa. Assume x1 = 2.8 m, x2 = 1.3 m, and y1...
In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 159 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that link BD is not reinforced around the pin holes. (Round the final answer to three...
1.51 In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress is 400 MPa in link BD. Knowing that a factor of safety of 3.0 is desired, determine the largest load P that can be applied at A. Note that ink BD is not reinforced around the pin holes Front view 18 mm Side...
6. A plate with width of 400mm and thickness of 12mm is to be connected to a plate of the same width and thickness by 34mm diameter bolts as shown in the figure. The holes are 2mm larger than the bolt diameter. The plate is A36 steel with yield strength Fy=248 MPa. Allowable tensile stress is 0.60Fy. It is required to determine the value of "b" so that the net width along bolts 1-2-3-4 is equal to the net width...
The filleted plate shown in figure 1 below supports an axial load "P" and has a thickness "t". The "hole" and "fillets" are far enough apart from each other so the stress concentration of one does not influence the stress concentration of the other. Use this information and the values given abovethe following figure to answer the following questions. (Assume the plate is made of relatively brittle material.) a.) What is the stress concentration factor Kt for the hole? b.)...
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