01: A hollow steel tube (1) with an outside diameter of 2.75 in. and a wallthickness of 0.25 in. is fastened to a solid aluminum rod (2) that has a2 in. diameter and a solid aluminum rod (3) that has a 1.375 in.diameter (E-30,000 ksi, E10,000 ksil. The bar is loaded as shownin figure below, Determine:(1) the displacement of point D with respect to the fixed support at A.(2) the maximum normal stress in the entire axial assombly.(3) the normal strain in the steel tube (1).34 kips18 kips25 kips18 kips34 kips60 in.40 in.30 in.

Answered: Image /qna-images/answer/f4eae665-694f-42e3-a6b9-813b614bace7.jpg

01: A hollow steel tube (1) with an outside diameter of 2.75 in. and a wall thickness of 0.25 in. is fastencd to a solid aluminum rod (2) that has a 2 in. diameter and a solid aluminum rod (3) that has a 1.375 in. diameter (E-30,000 ksi, E10,000 ksi). The bar is loadod as shown in figure below, Determine: (1) the displacement of point D with respect to the fixed support at A. (2) the maximum normal stress in the entire axial assembly. (3) the normal strain in the steel tube (1). 34 kips I8 kips 25 kips 34 kips 18 kips 60 in. 40 in. 30 in.

01: A hollow steel tube (1) with an outside diameter of 2.75 in. and a wall thickness of 0.25 in. is fastencd to a solid aluminum rod (2) that has a 2 in. diameter and a solid aluminum rod (3) that has a 1.375 in. diameter (E-30,000 ksi, E10,000 ksi). The bar is loadod as shown in figure below, Determine: (1) the displacement of point D with respect to the fixed support at A. (2) the maximum normal stress in the entire axial assembly. (3) the normal strain in the steel tube (1). 34 kips I8 kips 25 kips 34 kips 18 kips 60 in. 40 in. 30 in.

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

Plss help ASAP A)resulting acceleration in (m/s^2) B)estimate resulting pressure at the bottom of the tank in kilopascal
Please be clear with your soltuion. In the figure, x=25cm initially. If the pressure at m is increase by 35 KPa while maintaining the pressure at n constant. Calculate the new value of x.
A cylindrical steel tank is manufactured based on the following data:internal pressure: 2460 psifactor of safety with respect to YP: 2.0yield stress in tension (circumferential): 56 000 psiyield stress in shear (longitudinal): 22 000 psi(a) Determine the minimum wall thickness if the diameter of the cylindrical steel tank is 7 inches.(b) Determine the maximum acceptable internal pressure if the wall thickness is 0.50 inches.Use 2 decimal places in every solved values. (25 pts)
Q3) when we put in the class tube have diameter 1.5 mm liquid with mass density900 kg/m3 , the liquid rise in the tube about 15 mm . Calculate the surface tension force?
18,1:The diameter of the AB bar shown in the figure is d=5 cm and the material it is made of is steel, with E=210 GPa and ϭF=250 MPa. Find the load P that the system can carry with a confidence of n=1.5 according to the AB bar. Answer: P= 39,16 kN
A square plastic bar (length Lp, side dimension sp = 193 mm) is inserted inside a hollow, square, cast iron tube (length Lc = 400 mm, side sc = 200 mm, and thickness tc = 3mm). (a) What is the required initial length Lp of the plastic bar so that, when it is compressed by some force P, the final length of bar and tube are equal to legnth Lc, and, at the same time, the gap between plastic bar and cast iron tube is closed? (b) Compare initial and final volumes for the plastic bar. Assume that Ec = 170 GPa, Ep = 2.1 GPa, vc = 0.3, and vp = 0.4.
A cantilever beam with a lumped mass W is constrained by a spring and a viscous dashpot damped, as shown in figure 3 below. If L= 60 in, EI= 10^3 lb-in^2 , c= 20 lb-s/in , W= 2000 lbs, k= 2kips/in, u0 = 0.5in, u0 (u with the dot in the middle up) = 10 in/s , determine (1) the displacement at t= 1.5 seconds, u( t=1.5) , and (2) the velocity at t= 1.5 seconds, u(t= 1.5) (u with a dot up in the middle again).
Determine the magnitude of intensity q that will produce a fully plastic condition in the beam shown below (refer to figure). The beam is made of steel with yield stress = 108 ksi and has rectangular cross section as shown. (Hint: a sliding support prevents rotation but allows vertical displacement . Express your answer in lbs/inch, up to 1 decimal place)
A thin cylinder 200mm internal diameter, 3mm thick has its ends closed with rigid plates. The cylinder is then filled with water. When an external axial pull of 60KN is applied to the ends then the water pressure is observed to fall by 0.1N/mm2.Determine the value of Poisson’s ratio. Take E = 170,000N/mm2, K=2000N/mm2.
3) Solve the following problem: The hollow tube ABCDE is made of a material that is subjected to five torsores that act as shown in the figure below. The outside diameter of the tube is d2 = 1.0 inches. The maximum allowable shear stress is 12,000 psi (12,000 lb / inch ^ 2). In addition, the maximum rotation per foot allowed is 2.0 degrees (2.0 degrees / foot). Take G = 9500 Ksi (9,500,000 psi). Note: Remember that 1 degree equals 0.0175 radians. Determine the maximum internal diameter d1, allowed for the tube.
A manometer is attached to a closed conduit as shown in figurebelow. Compute the pressure at point A.
Consider flow in a 350mm diameter steel that is coated with a very smooth enamel. Water flows in it with a velocity of 3.56m/s. Determine the head loss per 160m. a) The Darcy weisbach equation b) The Manning equation c) The Hazen William equation