A column is fixed at the base and pinned at the top and has the hollow...
Q4. Figure Q4 shows a steel column that pinned on top and fixed at the base. The column is restrained by steel beams about its x-axis and y-axis on the top of the column. The radius of gyrations of the column about x-axis is 137 mm and y-axis is 77.8 mm. The Modulus Elasticity of the column is 200 x10 kPa. (i) Calculate the moment of inertia of the column on x axis and y axis. (17 marks) (ii) Find...
Exercise #2 A kid is standing with one foot on the top of a PINNED-PINNED COLUMN. 1. What should be the diameter of the column to guarantee the safety of the kid, considering: 1. Kid's weight, W = 30 kg 2. Column length, L = 4 m Metal column with Young modulus, E = 210 GPa 3. 2. Considering the same geometry of the column (i.e., L = 4 m and D calculated from point 1), calculate if the kid...
Determine the amount of axial force (in N) to cause buckling-failure for a Long or Intermediate Column. (Hint: Only two buckling methods, Euler or Johnson, but determine whicl method you need to use first using determining equation) Data: Cross-Section is a hollow Cylinder with an outer diameter of 40 mm and inner diameter of 38 mm. Length of the column is 1.5 meters. Material is a Steel with a young's modulus of 207 GPa. Yield strength of 280 MPa Boundary...
Problem#2 A W12 x58, A992 column is pinned at the top and fixed at the bottom as shown. Lateral bracing is provided to assist with weak-axis buckling strength 12.5 ft from the ground level. For the condition where the column only supports axial load, determine the design strength of the column. K 1.0 7.5 ft K- 0.8 20 ft K = 0.8 | 12.5 ft
please help with steps to solve this problem Figure 2 [25] QUESTION 3 A pinned-pinned round bar is to be 4m long. It is subjected to a purely axial load. Determine the diameter of the bar and determine the maximum load that it can carry if the bar is made of steel with yield strength of 280 MPa and an elastic modulus of 207 GPa. The safety factor on yield should not exceed 1.5. The moment of inertia for a...
The column shown has a hollow rectangular cross-section. I=6 meters, the material is cold-drawn steel with E=207 GPa and Sy=580 MPa. Assume end condition to be C=1; Determine 1. Slenderness ratio 2. Transition Slenderness ratio D-80mm 200mm 3. Short or long column? Why? 4. Is the column safe if the axial load P shown is I MN? 100mm Column Cross-section bh For a rectangular cross-section I = 12 For a circular cross-section, 1 = " D4 64
O The column shown has a hollow rectangular cross-section. I=6 meters, the material is cold-drawn steel with E=207 GPa, and Sy=580 MPa. Assume end condition to be C=1; Determine 1. Slenderness ratio 2. Transition Slenderness ratio 200mm 3. Short or long column? Why? 4. Is the column safe if the axial load P shown is 1 MN? D80mm 100mm Column Cross-section bh? For a rectangular cross-section I 12 For a circular cross-section, I = +04 64
ľ The column shown has a hollow rectangular cross-section. I=6 meters, the material is cold-drawn steel with E=207 GPa, and Sy=580 MPa. Assume end condition to be C=1; Determine 1. Slenderness ratio 2. Transition Slenderness ratio D-80mm 200mm 3. Short or long column? Why? 4. Is the column safe if the axial load P shown is 1 MN? 100mm Column Cross-section bha For a rectangular cross-section / = 12 For a circular cross-section, I =D
The column shown has a hollow rectangular cross-section. L=6 meters, the material is cold-drawn steel with E=207 GPa, and Sy=580 MPa. Assume end condition to be C=1; 010 Determine D=80mm 200mm 1. 2. 3. 4. Slenderness ratio Transition Slenderness ratio Short or long column? Why? Is the column safe if the axial load P shown is 1 MN? 100mm Column Cross-section bh3 For a rectangular cross-section I 12 X For a circular cross-section, I = 1 D4 64
please help! thank you Problem 4: An HSS 254x152.4x 12.7 structural steel column (see Appendix B for its cross-sectional properties) is 9m long, and its ends are pinned. Its Young's modulus E-200 GPa, and its failure stress is 250 MPa. A factor of safety of 1.82 is specified for its use. a) Considering only buckling, determine the maximum compressive stress that the column can support. Considering material failure, determine the maximum compressive stress that the column can support. b) c)...