The column illustrated to the right measures 3.25 feet in length with a diameter of 0.750 inches. If there is a required design factor of 3, determine the maximum allowable load. Assume the column is made of 1020 Hot Rolled Steel.
The column illustrated to the right measures 3.25 feet in length with a diameter of 0.750...
A strut may be under either tensile or compressive loads. The strut has a diameter of 2” and a length of 20 inches. The strut is made from hot rolled 1020 steel. For a static tensile load of 2000 lb., be undo; and a For a sta a. Determine the stress in the strut. b. What is the change in length of the strut? c. Determine the design factor of safety.
11. (10 points) Check to determine if a W14x159 used as a column can support an axial dead load of 250k and an axial live load of 1000k if the length of the column is 14 feet and the value of G for Joint A has been determined to be 0.8. Use the LRFD Design Method and assume that the columns are bending about their y axis as shown. (Hint: The answer is in the Manual) W14x159 Fixed Base at...
(b) Colum CD is of square cross section of side 42 mm, length L- 5.25 m, and made of steel (E= 190 GPa). For a factor of safety of 2, the maximum permissible load Q is approximately (10 Pts) (A) 3.0 kN (B) 6.0 kN (C) 9.4 kN (D) 10.1 kN 24 Note: The critical load of a column is given by CIT2 E Pinned-pinned Fixed-free 0.25 Fixed-fixed Fixed-pinned 2.046 (b) Colum CD is of square cross section of side...
Using allowable stress design determine the allowable centric load for a column of 10-m effective length that is made from the following rolled-steel shape: W250x101 Use - 250 MP and E-200 PA-12,900x10*m? ry65.8x10 m
Using allowable stress design determine the allowable centric load for a column of 10-m effective length that is made from the following rolled-steel shape: W250x101 Use oy = 250 MPa and E = 200 GPa A=12,900x10-6 m2 ry=65..8x10-m
Homework Problem Set #2 A W10x22 used as a column under axial compression. Assume that it is unbraced unless specified otherwise. Use A36 steel. For each column length and end conditions given, calculate the design capacity, pePa (25 points) (a) L = 8 ft, pinned ends (b) L-8 ft, fixed ends (c) L = 16 ft, pinned ends (d) L = 16 ft, fixed ends (e) L- 16 ft, pinned ends, braced at the midspan in the weak axis direction.
A piston rod on a shock absorber is 12 mm in diameter and has a maximum length of 190 mm outside the shock absorber body. The rod is made of SAE 1141 OQT 1300 steel. Consider one end to be pinned and the other to be fixed. If n = 3, what is the maximum allowable load for this shock absorber?
You are given the following scenario information: x-section : std wt, pipe 5”, nominal diameter n/a inches length 8 feet Beam wt.(neglect) 0lb/ft Load 1200lb/ft First, enter the modules for steel in psi, in ksi, or in 10^6 psi. _______? What is the moment of inertia for the x-section to the nearest whole in^4? If the allowable deflection is 1/360 span, what is the allowable deflection (in inches) to two significant figures? What is the maximum deflection to two significant...
Design a square single column footing to support an 18 inch square interior column reinforced with 8-#10 bars. The column carries an unfactored dead load of 245 Kips that includes weight of soil and weight of footing and an unfactored live load of 20 feet below finished grade. The footing is 10 feet by 10 feet and is 30 inches thick. The allowable soil pressure is 5000 psf, fe' 4000 psi and fy 60000 psi. Concrete used shall be sand...
A steel pipe column has a length L=4.25 m and has tubular cross section with inside diameter dy=64 mm and outside diameter d2=90 mm. The column is fixed at the base and pinned at the top. The modulus of elasticity of steel is E=210 GPa. The theoretical Euler buckling load of the column is most nearly: dy dz A. 720 KN B. 560 kN C. 303 kN D. 690 KN The steel post has a length L=4 m and carries...