Problem: A load of 2 MN is applied on a short concrete column 500 mm x 500 mm. The column in reinforced with four steel bars of 10 mm diameter, one in each corner. Find the stresses in the concrete and steel bars. Take E for steel as 2.1 * 10^5 N/mm2 and for concrete 1.4 x 10^4 N/mm2.

Problem: A load of 2 MN is applied on a short concrete column 500 mm x 500 mm. The column in reinforced with four steel bars of 10 mm diameter, one in each corner. Find the stresses in the concrete and steel bars. Take E for steel as 2.1 * 10^5 N/mm2 and for concrete 1.4 x 10^4 N/mm2.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

i will upvote who can answer this
The wood column is pinned at its base and top. Take E= 10 GPa and oy = 15 MPa. (Figure 1) Figure 150 mm P 3.5 m 22 25 mm 25 mm 1 of 1 Part A If the eccentric force P= 11.8 kN is applied to the column, determine the maximum normal stress. Express your answer to three significant figures and include the appropriate units. Trax = Part B. μA Submit Request Answer Value Submit Units If the eccentric force P= 11.8 kN is applied to the column, investigate whether the column is adequate to support this loading without buckling or yielding. ? O The column is adequate to support this loading without buckling or yielding. O The column is inadequate to support this loading without buckling or yielding. Request Answer
E1= 7 GPA E2= 10 GPA P= 7000 kN V = 40 kN
Please just do problem 8.2
The concrete post is reinforced using six steel reiforcing rods, each having a diameter of 20 mm. Determine the stress in the concrete and the steel if the post is subjected to an axial load of 900 KN. Assume that E = 200 GPa for steel, and E= 25 GPa for concrete 900 KN 250 mm 375 mm stress in steel = 65.3 MPa and stress in concrete = 6.4 MPa stress in steel = 67.3 MPa and stress in concrete = 8.4 MPa stress in steel = 69.3 MPa and stress in concrete = 10.4 MPa stress in steel = 71.3 MPa and stress in concrete = 12.4 MPa O
Example: A Column 40 cm x 40 cm x 6 meters long has to support a load of 900 kN. Determine the reinforcement required for the Column, use M 15 concrete. For a short column, safe stresses in Concrete and Steel are 4 N/mm² respectively.
A rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and 3 inches long in the z direction. The block is subjected to a triaxial loading of three resultant forces as follows: 70 kips compression in the x direction, 55 kips tension in the y direction, and 48 kips tension in the z direction. If ν = 1/3 and E = 29 x 106 psi, ( a ) determine the single resultant load in the z direction that would produce the same deformation in x direction as the original loadings, ( b ) determine the single resultant load in the y direction that would produce the same deformation in z direction as the original loadings, and ( c ) determine the single resultant load in the x direction that would produce the same deformation in y direction as the original loadings.
From the figure shown, fc’ = 18 MPa, fs = 128 MPa, and n = 10. Determine the moment capacity of concrete and steel (Cracked Analysis )
Please answer it clearly don't waste my question I will vote it up for your effort thank you in advance.
A steel rod of 20mm is enclosed centrally in a hollow copper tube of external diameter 40mm and internal diameter of 35mm the composite bar is then subjected to an axial pull of 50KN.If the length of each bar is equal to 200mm,determine 1.The stress in the rod and the tube 2.Load carried by each bar Take E for steel=200KN/mm2 and copper =100KN/mm2
A high-strength steel bar used in a large crane has a diameter d = 3.00 in. (see figure). Ⓡ The steel has a modulus of elasticity E = 29 x 105 psi and Poisson's ratio is y = 0.27. Because of clearance requirements, the diameter of the bar is limited to 3.002 in. when it is compressed by axial forces. What is the largest compressive load Pmax that i permitted? Assume that the material behaves linearly elastically. (Enter the magnitude in lb.) lb
The composite bar is subjected to a normal force P = 7500 lb as shown in the figure. The section of the composite bar is composed of two hollow tubes and a solid steel core. Determine the axial stress developed in each bar. Use Ecu = 18 x 106 psi, Est = 30 x 106 psi, and Ebr = 16 x 106 psi.