Calculate axial load carrying
capacity for column S8 in ( ton ) has the cross-section showing
bellow Materials used: C30, S220
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Calculate axial load carrying
capacity for column S8 in ( ton ) has the cross-section showing...
Calculate axial load carrying capacity for column S8 in ( ton ) has the cross-section showing...
Calculate axial load carrying capacity for column S8 in ( ton )
has the cross-section showing bellow Materials used: C30,
S220
S1D S8 (25/50) 10014 Etr. Ø8/12/8 40 50 10 07 10 25
ACI code Interaction Diagrams and Strain Compatibility for Columns The column cross-section is 300 mm x...
ACI code
Interaction Diagrams and Strain Compatibility for Columns The column cross-section is 300 mm x 500 mm and is not in contact with the ground or exposed to the weather. Ties are #10 bars and longitudinal reinforcement is # 19. Concrete compressive strength is 42 MPa and steel yield strength is 420 MPa. Calculate the axial load carrying capacity, OP and flexural capacity OM, for point in the interaction diagram with bending about the 3-3 axis where the tensile...
To increase the column load carrying capacity, the structural engineer decided to weld two W610x241 section...
To increase the column load carrying capacity, the structural engineer decided to weld two W610x241 section together side-by-side to form a column as shown below. Determine the moment of inertia Ix, and ly, about the X' and Y' axes respectively. Given: lx = 2,150(10)6 mm, ly = 184(10)6 mm, A = 30,800 mm, b = 327 mm, t = 34.0 mm, d = 641 mm, and w = 19.0 mm. W610x241 Plan View Figure Q4.
Show Diagrams Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1 is adequate to carry a factored axial load Pu of 540 kips. A...
Show Diagrams
Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1 is adequate to carry a factored axial load Pu of 540 kips. Assume small eccentricity. Check the spiral. Use fc 4000 psi and fy -60,000 psi. 큠.φ @ 2 7-'8 bars 1cover Figure 2.1 Spiral Column
Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1...
Question 1 (4 marks): Determine the nominal member capacity (Ne) of a steel column with the following heavily welded cross-section. The column has an effective length of 4.7 m and a yield stress of 3...
Question 1 (4 marks): Determine the nominal member capacity (Ne) of a steel column with the following heavily welded cross-section. The column has an effective length of 4.7 m and a yield stress of 300 MPa. 350 mmm t 12 mm tw 10 mm 534 mm
Question 1 (4 marks): Determine the nominal member capacity (Ne) of a steel column with the following heavily welded cross-section. The column has an effective length of 4.7 m and a yield stress of...
Solve question no 2 using fig 2 ignore all others questions stresses at it cornics A 2 For the beam section (shown in Fig. 2) calculate and plot shear stresses in the flanges and webs when a verti...
Solve question no 2 using fig 2 ignore all others
questions
stresses at it cornics A 2 For the beam section (shown in Fig. 2) calculate and plot shear stresses in the flanges and webs when a vertically downward shear force of 25kN is applied at the section. Also locate the shear centre for this42. section 3 A W-section, used as a column, supports an axial load of 280kN and an eccentric load P at e-200 mm along the minor...
1. For the cross section and loading shown below. [50 points] 10" fc-5500 psi 60,000 psi...
1. For the cross section and loading shown below. [50 points] 10" fc-5500 psi 60,000 psi Concrete unit weight 150 pcf 18.5, P,-15 kips w 1,500 lb/ft 32" 25" 37 (12) #8 15" a. Calculate the gross moment of inertia, Ig, and the location of the centroid, ybar (from the bottom) Neglect the steel when calculating Ig. [10 points] b. What is the cracking moment, Mcr? [5 points] c. Calculate the cracked transformed moment of inertia, Icr. [10 points] d....
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the ver...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
Design Column B2: KL 30, Use an HSS section, Fy 46 ksi. pe 0.9 Use table 10.5 from handout Calcul...
Answer the following blanks for design column B2
Design Column B2: KL 30, Use an HSS section, Fy 46 ksi. pe 0.9 Use table 10.5 from handout Calculate the following: Column tributary area: Artb (At2) Total column load: Pu (kips)- Column nominal Load: Pr (Kkips)- Lightest Column Section: Column Selection Table Pu (kips)- BLE 10.5 Safe Factored Loads for Selected 46-ksi Yield Stress Tube Steel Columns Effective Length (KL) in feet Area (in.2) 06 8 10 12 14 16 18...
1. (1 point) Select a conductor from the ACSR table capable of carrying 750 Amps of current at 75% load. 2. (2 point) Verify the cross-sectional area of ACSR Martin expressed in circular mils of alumi...
1. (1 point) Select a conductor from the ACSR table capable of
carrying 750 Amps of current at 75% load.
2. (2 point) Verify the cross-sectional area of ACSR Martin
expressed in circular mils of aluminum. Determine the equivalent
cross-sectional area in square meters.
Characteristics of aluminum cable, steel, reinforced (Aluminum Company of America)- ACSR 07 07 07 07 TABLE A.4 08 Aluminum 08 1781 000 84 4 01456 19 00874 oa 08 08 08 900 000 50 400 9699...
Calculate axial load carrying capacity for column S8 in ( ton )
has the cross-section showing bellow Materials used: C30,
S220
S1D S8 (25/50) 10014 Etr. Ø8/12/8 40 50 10 07 10 25
ACI code
Interaction Diagrams and Strain Compatibility for Columns The column cross-section is 300 mm x 500 mm and is not in contact with the ground or exposed to the weather. Ties are #10 bars and longitudinal reinforcement is # 19. Concrete compressive strength is 42 MPa and steel yield strength is 420 MPa. Calculate the axial load carrying capacity, OP and flexural capacity OM, for point in the interaction diagram with bending about the 3-3 axis where the tensile...
To increase the column load carrying capacity, the structural engineer decided to weld two W610x241 section together side-by-side to form a column as shown below. Determine the moment of inertia Ix, and ly, about the X' and Y' axes respectively. Given: lx = 2,150(10)6 mm, ly = 184(10)6 mm, A = 30,800 mm, b = 327 mm, t = 34.0 mm, d = 641 mm, and w = 19.0 mm. W610x241 Plan View Figure Q4.
Show Diagrams
Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1 is adequate to carry a factored axial load Pu of 540 kips. Assume small eccentricity. Check the spiral. Use fc 4000 psi and fy -60,000 psi. 큠.φ @ 2 7-'8 bars 1cover Figure 2.1 Spiral Column
Case 2: Design of Short Columns - Small Eccentricity Determine whether the spiral column of cross section shown in Figure 2.1...
Question 1 (4 marks): Determine the nominal member capacity (Ne) of a steel column with the following heavily welded cross-section. The column has an effective length of 4.7 m and a yield stress of 300 MPa. 350 mmm t 12 mm tw 10 mm 534 mm
Question 1 (4 marks): Determine the nominal member capacity (Ne) of a steel column with the following heavily welded cross-section. The column has an effective length of 4.7 m and a yield stress of...
Solve question no 2 using fig 2 ignore all others
questions
stresses at it cornics A 2 For the beam section (shown in Fig. 2) calculate and plot shear stresses in the flanges and webs when a vertically downward shear force of 25kN is applied at the section. Also locate the shear centre for this42. section 3 A W-section, used as a column, supports an axial load of 280kN and an eccentric load P at e-200 mm along the minor...
1. For the cross section and loading shown below. [50 points] 10" fc-5500 psi 60,000 psi Concrete unit weight 150 pcf 18.5, P,-15 kips w 1,500 lb/ft 32" 25" 37 (12) #8 15" a. Calculate the gross moment of inertia, Ig, and the location of the centroid, ybar (from the bottom) Neglect the steel when calculating Ig. [10 points] b. What is the cracking moment, Mcr? [5 points] c. Calculate the cracked transformed moment of inertia, Icr. [10 points] d....
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
Answer the following blanks for design column B2
Design Column B2: KL 30, Use an HSS section, Fy 46 ksi. pe 0.9 Use table 10.5 from handout Calculate the following: Column tributary area: Artb (At2) Total column load: Pu (kips)- Column nominal Load: Pr (Kkips)- Lightest Column Section: Column Selection Table Pu (kips)- BLE 10.5 Safe Factored Loads for Selected 46-ksi Yield Stress Tube Steel Columns Effective Length (KL) in feet Area (in.2) 06 8 10 12 14 16 18...
1. (1 point) Select a conductor from the ACSR table capable of
carrying 750 Amps of current at 75% load.
2. (2 point) Verify the cross-sectional area of ACSR Martin
expressed in circular mils of aluminum. Determine the equivalent
cross-sectional area in square meters.
Characteristics of aluminum cable, steel, reinforced (Aluminum Company of America)- ACSR 07 07 07 07 TABLE A.4 08 Aluminum 08 1781 000 84 4 01456 19 00874 oa 08 08 08 900 000 50 400 9699...
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