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2 (18 marks) A column is subjected to an axial concentric imposed load. The column is...
Determine the allowable axial compressive load for a 25-foot long A992 W8X40 structural steel column using...
Determine the allowable axial compressive load for a 25-foot long A992 W8X40 structural steel column using the AISC procedure as indicated in your textbook. The bottom of the column is fixed, an the top is pinned. Use the material properties and dimensions as indicated in the appendices of your textbook.
Column Design for Compression Given: A column supports vertical loads Species and Grade: DF-L Sel...
Column Design for Compression Given: A column supports vertical loads Species and Grade: DF-L Select Structural Column Size 6x10 Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Column length, L = 16 feet The column is not braced about either axis The column is pinned top and bottom, k 1.0 CM = 1.0, Ct = 1.0, Ci = 1.0 Design load combinations to be considered: D+ S Find Determine the allowable axial load for each of...
9.7 Determine the allowable load capacity (Pallowable for an Fy 36 ksi steel column, W12 x...
9.7 Determine the allowable load capacity (Pallowable for an Fy 36 ksi steel column, W12 x 65, when L and 18 a. the base and top are both fixed b. the base is fixed and the top is pinned. c. both the top and bottom are pinned.
A column 400 mm × 400 mm cross-section is reinforced with 4N32 bars and R10ties@160c/c. N32 concrete is used. A cover of 20 mm is provided. The column is subjected to an axial force of 600kN and a ben...
A column 400 mm × 400 mm cross-section is reinforced with 4N32 bars and R10ties@160c/c. N32 concrete is used. A cover of 20 mm is provided. The column is subjected to an axial force of 600kN and a bending moment of 300 kN.m. The column is pinned at the bottom and is restricted at the top. The length of the column is 4.0 m. Check if the reinforcement provided is OK and if not re-design the column.
Given: Find: A 12.5' long column with carrying an axial load of Dead = 175 kips...
Given: Find: A 12.5' long column with carrying an axial load of Dead = 175 kips and Live = 130 kips. Most economical Wide Flange (Fy=50ksi), with the following end conditions (interpolate axial capacities): a) Pinned ends shape: OP: b) Fixed bottom, pinned top shape: OCP c) Fixed ends shape OCP d) Fixed bottom, free top (cantilevered) shape: OCP
A circular column segment, shown in Figure 2, is subjected to a concentric 1,000 kN compression...
A circular column segment, shown in Figure 2, is subjected to a concentric 1,000 kN compression force, and 100 kNm torsional forces. For this column segment: a Calculate the normal stress at point A, due to the axial load b) Calculate the shear stress at point A, due to the applied torque c Determine the major and minor principal stresses, the maximum shear stress, and the angle to the principal axes at point A. d) Draw a diagram illustrating the...
A universal beam section 457 x 191 x 67 is subjected to an imposed uniform loading...
A universal beam section 457 x 191 x 67 is subjected to an imposed uniform loading on a simply supported unrestrained 6 m span beam. The beam is laterally restrained at the support only. Use steel grade S355. Determine the allowable imposed uniform loading.
Column Design for Flexure and Compression Given: An exterior column supports vertical and wind lo...
Column Design for Flexure and Compression Given: An exterior column supports vertical and wind loads Species and Grade: DF-L Select Structural Column Size 6x10 Wind load causes bending about strong axis Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Uniform wind load, Ww-200 р.l.f. Column length, L 16 feet The column is not braced about either axis Column is pinned top and bottom, k 1.0 CM-1.0, Ct 1.0, Ci- 1.0 Design load combination to be considered:...
Select the most economic A992 (Fy=50 ksi) W shape to use as a column for the...
Select the most economic A992 (Fy=50 ksi) W shape to use as a column for the following conditions. Axial dead load of 75 kips, axial live load of 75 kips, length of the column is 12 ft, with no intermediate bracing, pinned top and bottom 2, 3. Use table 10.6 to answer the following questions about A36 double angle compression struts, pinned at both ends. A double-angle compression member 8 ft long is composed of two A36 4x3x5/16 steel angles....
Q4. Figure Q4 shows a steel column that pinned on top and fixed at the base....
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...
Column Design for Compression Given: A column supports vertical loads Species and Grade: DF-L Select Structural Column Size 6x10 Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Column length, L = 16 feet The column is not braced about either axis The column is pinned top and bottom, k 1.0 CM = 1.0, Ct = 1.0, Ci = 1.0 Design load combinations to be considered: D+ S Find Determine the allowable axial load for each of...
9.7 Determine the allowable load capacity (Pallowable for an Fy 36 ksi steel column, W12 x 65, when L and 18 a. the base and top are both fixed b. the base is fixed and the top is pinned. c. both the top and bottom are pinned.
Given: Find: A 12.5' long column with carrying an axial load of Dead = 175 kips and Live = 130 kips. Most economical Wide Flange (Fy=50ksi), with the following end conditions (interpolate axial capacities): a) Pinned ends shape: OP: b) Fixed bottom, pinned top shape: OCP c) Fixed ends shape OCP d) Fixed bottom, free top (cantilevered) shape: OCP
A circular column segment, shown in Figure 2, is subjected to a concentric 1,000 kN compression force, and 100 kNm torsional forces. For this column segment: a Calculate the normal stress at point A, due to the axial load b) Calculate the shear stress at point A, due to the applied torque c Determine the major and minor principal stresses, the maximum shear stress, and the angle to the principal axes at point A. d) Draw a diagram illustrating the...
A universal beam section 457 x 191 x 67 is subjected to an imposed uniform loading on a simply supported unrestrained 6 m span beam. The beam is laterally restrained at the support only. Use steel grade S355. Determine the allowable imposed uniform loading.
Column Design for Flexure and Compression Given: An exterior column supports vertical and wind loads Species and Grade: DF-L Select Structural Column Size 6x10 Wind load causes bending about strong axis Axial dead load, PD 5 kips Axial snow load, Ps 15 kips Uniform wind load, Ww-200 р.l.f. Column length, L 16 feet The column is not braced about either axis Column is pinned top and bottom, k 1.0 CM-1.0, Ct 1.0, Ci- 1.0 Design load combination to be considered:...
Select the most economic A992 (Fy=50 ksi) W shape to use as a column for the following conditions. Axial dead load of 75 kips, axial live load of 75 kips, length of the column is 12 ft, with no intermediate bracing, pinned top and bottom 2, 3. Use table 10.6 to answer the following questions about A36 double angle compression struts, pinned at both ends. A double-angle compression member 8 ft long is composed of two A36 4x3x5/16 steel angles....
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...
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