A 'L' shaped post with a cylindrical cross-section is loaded with a concentrated load at its free end (as shown below). The lower support, point A, can be considered built in. The concentrated load, P, acts on a horizontal plane. The circular cross-section of the pole has an outer diameter of 115mm and an inner diameter of 110mm.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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A 'L' shaped post with a cylindrical cross-section is loaded with a concentrated load at its free end (as
shown below). The lower support, point A, can be considered built in. The concentrated load, P, acts
on a horizontal plane. The circular cross-section of the pole has an outer diameter of 115mm and an
inner diameter of 110mm.
8m
A
-1.5m
30°
P3
P = 1kN
P1
P4 x
P2
Location of interest
(at Point A)
Not to scale.
Table 2: The material properties for question 2.
Symbol
E
o' allow
Tallow
Value
200.0
100.0
55.0
Units
GPa
MPa
MPa
Determine state of stress at the remaining points (P2, P3 and P4). Calculate the maximum
principal (01) and maximum in-plane stress (Tmax) for the remaining points (P2, P3 and P4)
located at Point A. Present your results in a table and ensure that your sign convention is
clearly shown (and applied consistently!)
Hint: It may be useful to use Mohr's circle.
Transcribed Image Text:A 'L' shaped post with a cylindrical cross-section is loaded with a concentrated load at its free end (as shown below). The lower support, point A, can be considered built in. The concentrated load, P, acts on a horizontal plane. The circular cross-section of the pole has an outer diameter of 115mm and an inner diameter of 110mm. 8m A -1.5m 30° P3 P = 1kN P1 P4 x P2 Location of interest (at Point A) Not to scale. Table 2: The material properties for question 2. Symbol E o' allow Tallow Value 200.0 100.0 55.0 Units GPa MPa MPa Determine state of stress at the remaining points (P2, P3 and P4). Calculate the maximum principal (01) and maximum in-plane stress (Tmax) for the remaining points (P2, P3 and P4) located at Point A. Present your results in a table and ensure that your sign convention is clearly shown (and applied consistently!) Hint: It may be useful to use Mohr's circle.
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