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3. Steel Bar with Hole and Fillet A centric axial force P is applied to the...
Props. 4-0 //00 4-89. The steel bar has the dimensions shown. Determine the maximum axial force...
Props. 4-0 //00 4-89. The steel bar has the dimensions shown. Determine the maximum axial force P that can be applied so as not to exceed an allowable tensile stress of oallow= 150 MPa 20 mm 60 mm 30 mm P< r=15 mm 24 mm Prob. 4-89 4-90. The A-36 steel nlate has
An axial centric force of magnitude P= 450 KN is applied to the composite block shown...
An axial centric force of magnitude P= 450 KN is applied to the composite block shown by means of a rigid end plate. where w78 mm. E = 105 GPa) Rigid Aluminun plates (E-20CP) end de Problem 02.034.a. Deformation and stress in a composite block Determine the value of hif the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core The value of his mm.
3. Show that the length of a bar subjected to an axial load P is AL...
3. Show that the length of a bar subjected to an axial load P is AL = PL/AE. 4. A hollow copper cylinder (OD = 10 in and ID = 5 in) contains a solid steel core. Determine the compressive stresses in the steel and the copper when a force of 200,000 lb is applied with a press.
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate...
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate (see figures. The bar consists of a circular steel core surrounded by brass and copper tubes. The steel core has diameter 30 mm, the brass tube has outer diameter 45 mm, and the copper tube has outer diameter 60 mm. The corresponding moduli of elasticity are = 210 GPa = 100 GPa, and E= 120 GPa. Calculate the compressive stresses and in the steel,...
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...
Part B Calculate the load II Review A square steel bar has a length of 2.2...
Part B Calculate the load II Review A square steel bar has a length of 2.2 ft and a 1.5 in by 1.5 in cross section and is subjected to axial compression. Under load, the thickness becomes 1.50032 in . If the modulus of elasticity is E = 2.9x 104 ksi and Poisson's ratio is v = 0.31; what is the magnitude of the load that was applied to the bar? Learning Goal To use Poisson's ratio and Hooke's law...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1)...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1) Part A Determine the maximum axial force P that can be applied to the bar Express your answer to three significant figures and include the appropriate units. [2.104 lkip Submit Previous Answers Request Answer Incorrect; Try Again; 3 attempts remaining Figure 1 of 1 > < Return to Assignment Provide Feedback 0.125 in 1.25 in. 1.875 in. , 025 in. 75 in.
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an...
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an aluminum rod AE and a steel rod CF. Details are given below. aluminum rod AE - E = 10600 ksi L = 24 in d = 0.5 in Om = 40 ksi f-12inte-911-06 All of -15 a STEEL steel rod CF ALMINUM E = L = d = om.x = 30,000 ksi 18 in 0.75 in 50 ksi (a) Determine the maximum force P...
Problem (3): Given: A 24"X24" column has been designed using the following diagram. The axial load on the column is Pn-1,200 kips, and the steel ratio is p-0.03. Using the following diagr...
Problem (3): Given: A 24"X24" column has been designed using the following diagram. The axial load on the column is Pn-1,200 kips, and the steel ratio is p-0.03. Using the following diagram, determine the load eccentricity (e), and the maximum design moment the column could resist ($Mn). (4 points) 2.0 DIAGRAM R460.9 0.08 1.8 1.6 1.4 0.25 o. 0.50 0.75 0.6 1.0 0.4 = 0.0035 0.2 e, 0.0050 0.0 0.00 005 0.10 0.15 0.20 025 0.30 035 0.40 045 0.50...
Q2 The truss below is made of circular steel bar with diameter 5 cm. Find the axial force for eac...
Q2 The truss below is made of circular steel bar with diameter 5 cm. Find the axial force for each member given that the steel has E-200 Gpa. Use the application posted on the Moodle F 30 kN E 3 m 3 m 60 kN 60 kN 20 kN Figure P-438
Q2 The truss below is made of circular steel bar with diameter 5 cm. Find the axial force for each member given that the steel has E-200 Gpa. Use...
Props. 4-0 //00 4-89. The steel bar has the dimensions shown. Determine the maximum axial force P that can be applied so as not to exceed an allowable tensile stress of oallow= 150 MPa 20 mm 60 mm 30 mm P< r=15 mm 24 mm Prob. 4-89 4-90. The A-36 steel nlate has
An axial centric force of magnitude P= 450 KN is applied to the composite block shown by means of a rigid end plate. where w78 mm. E = 105 GPa) Rigid Aluminun plates (E-20CP) end de Problem 02.034.a. Deformation and stress in a composite block Determine the value of hif the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core The value of his mm.
3. Show that the length of a bar subjected to an axial load P is AL = PL/AE. 4. A hollow copper cylinder (OD = 10 in and ID = 5 in) contains a solid steel core. Determine the compressive stresses in the steel and the copper when a force of 200,000 lb is applied with a press.
A bar is uniformly compressed by an axial force P 40 kN applied throurhard end plate (see figures. The bar consists of a circular steel core surrounded by brass and copper tubes. The steel core has diameter 30 mm, the brass tube has outer diameter 45 mm, and the copper tube has outer diameter 60 mm. The corresponding moduli of elasticity are = 210 GPa = 100 GPa, and E= 120 GPa. Calculate the compressive stresses and in the steel,...
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...
Part B Calculate the load II Review A square steel bar has a length of 2.2 ft and a 1.5 in by 1.5 in cross section and is subjected to axial compression. Under load, the thickness becomes 1.50032 in . If the modulus of elasticity is E = 2.9x 104 ksi and Poisson's ratio is v = 0.31; what is the magnitude of the load that was applied to the bar? Learning Goal To use Poisson's ratio and Hooke's law...
The bar is made from steel and has an allowable stress of Oallow-22.9 ksi Figure 1) Part A Determine the maximum axial force P that can be applied to the bar Express your answer to three significant figures and include the appropriate units. [2.104 lkip Submit Previous Answers Request Answer Incorrect; Try Again; 3 attempts remaining Figure 1 of 1 > < Return to Assignment Provide Feedback 0.125 in 1.25 in. 1.875 in. , 025 in. 75 in.
QUESTION 2 The rigid bar ABCD is pinned at B and supported by two rods, an aluminum rod AE and a steel rod CF. Details are given below. aluminum rod AE - E = 10600 ksi L = 24 in d = 0.5 in Om = 40 ksi f-12inte-911-06 All of -15 a STEEL steel rod CF ALMINUM E = L = d = om.x = 30,000 ksi 18 in 0.75 in 50 ksi (a) Determine the maximum force P...
Problem (3): Given: A 24"X24" column has been designed using the following diagram. The axial load on the column is Pn-1,200 kips, and the steel ratio is p-0.03. Using the following diagram, determine the load eccentricity (e), and the maximum design moment the column could resist ($Mn). (4 points) 2.0 DIAGRAM R460.9 0.08 1.8 1.6 1.4 0.25 o. 0.50 0.75 0.6 1.0 0.4 = 0.0035 0.2 e, 0.0050 0.0 0.00 005 0.10 0.15 0.20 025 0.30 035 0.40 045 0.50...
Q2 The truss below is made of circular steel bar with diameter 5 cm. Find the axial force for each member given that the steel has E-200 Gpa. Use the application posted on the Moodle F 30 kN E 3 m 3 m 60 kN 60 kN 20 kN Figure P-438
Q2 The truss below is made of circular steel bar with diameter 5 cm. Find the axial force for each member given that the steel has E-200 Gpa. Use...
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