Question

Select a light W shape for a column subjected to an axial compressive load of 1623kN....

Select a light W shape for a column subjected to an axial compressive load of 1623kN. The unbraced length of column is 5m and the ends are pinned. Use A36 grade steel.

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A short reinforced concrete column is subjected to a 700 kips axial compressive load. The modulus...
A short reinforced concrete column is subjected to a 700 kips axial compressive load. The modulus of elasticity of plain concrete and steel are 4,500,000 psi and 29,000,000, respectively, and the cross-sectional area of steel is 3.0% of that of the reinforced concrete. Considering the column as a structural member made of a composite material and subjected to load parallel to the steel bars. Calculate the modulus of elasticity of the reinforced concrete, as well as how much load is...
(30 pts) A short reinforced concrete column is subjected to a 1000 kN axial compressive load....
(30 pts) A short reinforced concrete column is subjected to a 1000 kN axial compressive load. The moduli of elasticity of plain concrete and steel are 25 GPa and 207 GPa, respectively, and the cross-sectional area of steel is 2% of that of the reinforced concrete. Considering the column as a structural member made of a composite material and subjected to load parallel to the steel rebars, calculate the following: a. the modulus of elasticity of the reinforced concrete b....
10.3.B) Determine the maximum factored axial compression load for a W 12 × 120 column with...
10.3.B) Determine the maximum factored axial compression load for a W 12 × 120 column with an unbraced height of 22 ft if both ends are fixed against rotation and horizontal movement. use A996 steel with Fy = 50 ksi.
Select a square column section of Douglas fir-larch, No. 1 grade, for a required axial load...
Select a square column section of Douglas fir-larch, No. 1 grade, for a required axial load of 150 kips and unbraced length of 17' a. 10x10 b. 12x12 c. 14x14 d. 16x16 What is the safe factored load for a 6"-diameter standard pipe column with a fixed-fixed end condition 10' tall? a. 154k b. 144k c. 120k d. 162k
A sturdy column with a hollow rectangle shape is made of steel. 150mm length and 70mm...
A sturdy column with a hollow rectangle shape is made of steel. 150mm length and 70mm width, thickness of steel=6mm. E=200Gpa -what is the max slenderness ratio if the column is pinned at both ends 3m long? -what is the critical load if the column is pinned at both ends and is 3m? -what is critical load if the column is fixed at both ends and is 7m?
A column is made of concrete and reinforced with a W-section steel with an area of...
A column is made of concrete and reinforced with a W-section steel with an area of 2000 mm2. The dimension of the column is 300mm x 350mm. The column is subjected to an axial load of 100 kN. What will be the deformed length of the column? Use Es = 200 GPa and Ec = 25 GPa.
A W12x40 column has a height of 28 m and is pinned at both ends. Check...
A W12x40 column has a height of 28 m and is pinned at both ends. Check whether it can support a dead axial load of 65 kips and a live load of 150 kips. Consider KL of 14 ft and use A572 Grade 60 steel.
Select the lightest section to support a axial load (DL=500 kips y LL= 300 kips). The...
Select the lightest section to support a axial load (DL=500 kips y LL= 300 kips). The element is 30 ft length and braced in the y direction at 14 ft from the column base. The end support conditions are (fixed/pinned). Justify the material’s selection (Verify slenderness and local buckling)
Select a lightest W-Shape section with an unbraced length of 10 ft that can carry a...
Select a lightest W-Shape section with an unbraced length of 10 ft that can carry a maximum moment of 168 ft-kips. Neglect the moment gradient (Cb=1)using AISC Steel Manual .
A hollow circular steel column 2m long and outer diameter 200 mm carries an axial load...
A hollow circular steel column 2m long and outer diameter 200 mm carries an axial load of 325 kN. If the compressive stress is 150 MPa, lateral strain for external diameter is is 0.000325 and Poisson’s ratio is 0.3, find the minimum wall thickness required for the column. Also calculate the shear modulus for the material of the column. Take E = 210 GPa.