The polymer bar shown in the figure below has a width of b=40 mm, a depth of d=104 mm, and a height of h=255 mm.  At a compressive load of P=125 kN, the bar height contracts by Δ⁢h=-2.40 mm, and the bar depth elongates by Δ⁢d=0.36 mm.  At this load, the stress in the polymer bar is less than its proportional limit.  Determine: (a) the modulus of elasticity. (b) Poisson’s ratio. (c) the change in the bar width b.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question

The polymer bar shown in the figure below has a width of b=40 mm, a depth of d=104 mm, and a height of h=255 mm.  At a compressive load of P=125 kN, the bar height contracts by Δ⁢h=-2.40 mm, and the bar depth elongates by Δ⁢d=0.36 mm.  At this load, the stress in the polymer bar is less than its proportional limit.  Determine:

(a) the modulus of elasticity.

(b) Poisson’s ratio.

(c) the change in the bar width b.

 

The polymer bar shown in the figure below has a width of b = 40 mm, a depth of d = 104 mm, and a height of h = 255 mm. At a
compressive load of P = 125 kN, the bar height contracts by Ah = -2.40 mm, and the bar depth elongates by Ad = 0.36 mm. At
this load, the stress in the polymer bar is less than its proportional limit. Determine:
(a) the modulus of elasticity.
(b) Poisson's ratio.
(c) the change in the bar width b.
Rigid
plate
b.
Rigid base
(a) E =
GPa
(b) V =
i
(c) Ab =
i
mm
Save for Later
Attempts: 0 of 1 used
Submit Answer
Transcribed Image Text:The polymer bar shown in the figure below has a width of b = 40 mm, a depth of d = 104 mm, and a height of h = 255 mm. At a compressive load of P = 125 kN, the bar height contracts by Ah = -2.40 mm, and the bar depth elongates by Ad = 0.36 mm. At this load, the stress in the polymer bar is less than its proportional limit. Determine: (a) the modulus of elasticity. (b) Poisson's ratio. (c) the change in the bar width b. Rigid plate b. Rigid base (a) E = GPa (b) V = i (c) Ab = i mm Save for Later Attempts: 0 of 1 used Submit Answer
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 4 steps

Blurred answer
Knowledge Booster
Stresses in saturated soil without seepage
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning