100cm T gem cm 10 Section cm 0.0K Rigid Plate a₁ 16.10-61/Cº a2=12.10-61/Cº Ei=100 GPa E2=200 GPa Gallow, 1=100 MPa Callow,2=150 MPa In the figure, a circular cross-section rod with a diameter of 4 cm, made of material with number 1, is placed inside the pipe produced from material with number 2. The entire system is mounted on a rigid plate from below and on a fixed wall from above. The temperature when the system is installed is 10°C. How much should the temperature be changed to close the 0.0K cm gap?

100cm T gem cm 10 Section cm 0.0K Rigid Plate a₁ 16.10-61/Cº a2=12.10-61/Cº Ei=100 GPa E2=200 GPa Gallow, 1=100 MPa Callow,2=150 MPa In the figure, a circular cross-section rod with a diameter of 4 cm, made of material with number 1, is placed inside the pipe produced from material with number 2. The entire system is mounted on a rigid plate from below and on a fixed wall from above. The temperature when the system is installed is 10°C. How much should the temperature be changed to close the 0.0K cm gap?

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

Figure No. 5 Given q = 100 N/m, P = 60 N and Mo = 1000 N.m. L1 = 5m, L2 = 2m, and L3 = 2m
oil (SG = 0.88) dischargesfrom a pipe (D = 13 in.) through a sharp-crested, round orifice (diameter = 5 in.), as shown. the coefficients of contraction and velocity are 0.619 and 0.967, respectively. find the actual velocity (in ft/s) in the jet. Point (1) is a point collinear with the orifice at point (2). Point (3) is the free surface of the manometer containing mercury. use h = 2.84 ft., and y = 7.42 in.
1. A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using f=0.029 Group of answer choices 928.44 428.94 284.94 892.44
A new cast iron pipe must carry 1.2 m3/2 at a head loss of 5m per km length of the pipe. Compute the diameter of the pipe in mm using n= 0.019 Choices: A. 1210.47 B. 1012.74 C. 2101.74 D.112.47
I need the correct answers gor g1 = -2.00% and g2 = +2.00%
Q) All answers of second moment of area shall be in \times× 106 mm4 Solve it early
How was this 0.68 V2 calculated? And also 40.77 f V2 because I am not getting that..
let : L1=2.5m,L2=3.8m,L3=5.0m,P=250N
Q.5 Determine the volumetric flow of water in m3/hr flowing in a pipehaving a diameter of 40 mm through an orifice having a diameter of 20 mm.Manometer reading across the tapping is 15 cm of Hg. Assume correctionfactor = 1. Reynolds number Ra is 105 . Assume density of water = 1000 kg/m3and kinematic viscosity is 10–2 stokes (cm2/sec). Also calculate the pressuredifference at the tappings. Assume Cd = 0.61.
Fluid mechanics question. As shown, a round viewing window of diameter, D=0.8m is situated in a large tank of seawater (S=1.03). The top of the window is 1.2m below the water surface, and the window is angled at 60o with respect to the horzontal. Find the hydrostatic force acting on the window and locate the corresponding CP.
Can you check back parts b & c My answers are: using r > 3n method where r= reactions & n= nb of parts b) (16) > (3)(4)statically indeterminate by 4th degreec) (12)> (3)(3) statically indeterminate by 3rd degree let me know where is my mistakethank you
Find Q in m3/minute