A steel pipe pile has an OD of 400 mm and a wall thickness of 10 mm. It is made of ASTM A252 Gr. 2 steel, fy ∼ 250 MP a....
A steel pipe pile has an OD of 400 mm and a wall thickness of 10 mm. It is made of ASTM A252 Gr. 2 steel, fy ∼ 250 MP a. The pile is subject to a vertical dead load of 20 kN and a live overturning moment of 95 kN-m in one direction. Determine whether the pile is adequate for the design. Ignore the effects of buckling for axial compression.
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A steel pipe pile has an OD of 400 mm and a wall thickness of 10 mm. It is made of ASTM A252 Gr. 2 steel, fy ∼ 250 MP a....
A 50-mm-diameter steel tube with a wall thickness of 2 mm just fits in a rigid...
A 50-mm-diameter steel tube with a wall thickness of 2 mm just fits in a rigid hole. Find the tangential stress if an axial compressive load of 10 kN is applied. Assume υ = 0.30 and E = 200 X 10 N/m . Neglect the possibility of buckling.
2. Verify that a built-up ASTM A572 Grade 50 (Fy - 345 MPa) column with PL...
2. Verify that a built-up ASTM A572 Grade 50 (Fy - 345 MPa) column with PL 205 x 25 mm flanges and PL 380 * 6 mn web is sufficient to carry a dead load of 300 kN and live load of 900 KN in axial compression. The column, having an unbraced length of 8 meters, is braced at the midpoint about the weak axts, the ends are pinned in both axes. (Use ASD, 15 pts)
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that...
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that arm CD is rigidly attached to the pipe, determine the principal stresses and the maximum shearing stress at point K 53 mm 6 mm 191 mm 9.2 kN 152 mm MPa MPa MPa ? max ?min
An AISI 1030 cold-drawn steel tube has an OD = 45 mm and wall thickness 5...
An AISI 1030 cold-drawn steel tube has an OD = 45 mm and wall thickness 5 mm, and the pipe is subjected to internal pressure only. What maximum internal pressure can this tube withstand if the largest principal normal stress is not to exceed 95 percent of the minimum yield strength of the material? Draw a 3D Mohr’s circle for the tube
i only need help with Q3 CEE 216 Civil Engineering Materials Steel 1. A 32-mm rebar...
i only need help with Q3
CEE 216 Civil Engineering Materials Steel 1. A 32-mm rebar with a gauge length of 200 mm was subjected to tension to fracture according to ASTM E-8 method. The load and deformation data collected are shown in Table 1. Create a spreadsheet to complete the following. Table 1. Load and displacement data for a 32-mm rebar sample subjected to an increasing tensile load a. Create a plot of stress-strain. Label the axes and show...
2. Verify that a built-up ASTM A572 Grade 50 (Fy - 345 MPa) column with PL 205 x 25 mm flanges and PL 380 * 6 mn web is sufficient to carry a dead load of 300 kN and live load of 900 KN in axial compression. The column, having an unbraced length of 8 meters, is braced at the midpoint about the weak axts, the ends are pinned in both axes. (Use ASD, 15 pts)
The steel pipe AB has a 106-mm outer diameter and a 6-mm wall thickness. Knowing that arm CD is rigidly attached to the pipe, determine the principal stresses and the maximum shearing stress at point K 53 mm 6 mm 191 mm 9.2 kN 152 mm MPa MPa MPa ? max ?min
i only need help with Q3
CEE 216 Civil Engineering Materials Steel 1. A 32-mm rebar with a gauge length of 200 mm was subjected to tension to fracture according to ASTM E-8 method. The load and deformation data collected are shown in Table 1. Create a spreadsheet to complete the following. Table 1. Load and displacement data for a 32-mm rebar sample subjected to an increasing tensile load a. Create a plot of stress-strain. Label the axes and show...
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