Determine the stresses within the rod, Civil Engineering

Assignment Help:

Determine the stresses within the rod:

Two parallel walls are stayed together through a steel rod of 5 cm diameter passing through metal plates and nuts at both ends. The nuts are tightened, while the rod is at 150ºC, to remain the walls 10 m apart. Determine the stresses within the rod while the temperature falls down to 50ºC, if

(a) The ends do not yield, and

(b) The ends yield by 1 cm.

Take E = 2 × 105 N/mm2 and α = 12 × 10-6 K-1.

Solution

Given Length of the rod, L = 10 m =104 mm

Diameter of the rod, d = 5 cm = 50 mm

Change in temperature, ΔT = 150 - 50 = 100ºC

E = 2 × 105 N/mm2

α = 12 × 10-6 K-1

(a)        When the ends do not yield (let the stress be σ1)

Thermal stress, σ1, in the rod = E α ΔT

= 2 ×105 × 12 × 10- 6 × 100 = 240 N/mm2

(b)       When the ends yield by 1 cm (let the stress be σ2)

 Thermal Stress, σ2 = ( α ΔT -ΔL′ /L)  × E

= (12 × 10 -6 × 100 -10/104) × 2 × 105

= (0.0012 - 0.001) × 2 × 105 = 40 N/mm2


Related Discussions:- Determine the stresses within the rod

W/c ratio, first of all i want to think you for this helpful website , and ...

first of all i want to think you for this helpful website , and let me ask you this question . how to calculate w/c ratio ? thank you so much for you .

Building classification, Why I is the missing after h and J is written in t...

Why I is the missing after h and J is written in the classification of building

#title.long span truss design, what are the step by step process of designi...

what are the step by step process of designing steel long span trusses?

Loss of camber in steel girders, Steel triangulated (open web) girders are ...

Steel triangulated (open web) girders are provided with camber to compensate for deflection under load. Out of the total design camber, the part corresponding to dead load is calle

#frames, confusion on shear force diagram, bending moment diagram

confusion on shear force diagram, bending moment diagram

What is the safe bearing capacity of a rectangular footing, What is the saf...

What is the safe bearing capacity of a rectangular footing, 1 m × 2 m, placed at a depth of 2 m in an saturated clay having unit weight of 20 kN/m 3 and unconfined compression str

What is partial prestressing, What is Partial Prestressing It is a form...

What is Partial Prestressing It is a form of prestressing in which tensile stresses are permitted, upto a limited extent, in concrete under working loads. As the permitted tens

Walls, partition walls

partition walls

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd