Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the normal stress at point D. Formül;TTL2(1-0,630b/a)M2(1zy z-ly.y)+ My(1.2 – Izy-y)1.ly – Izy²Tmaks =Czab*G' 5>5 için q = c2 =TVQT3DItMy2tA10 cm21xyOx + Oy Og - đy2Ox + dy tan26p =cos20 + Txysin20 , Jort =600 NOx– Oy sin20 + Tzycos20 , Imaks.min =2Os+ Oy +X Tty' =--14 cmTmaks=+rŞekilde gösterildiği gibi 10 mm yarıçaplı silindirik çubuğun B noktasına düşey yükuygulanmaktadır. D noktasında oluşan normal gerilmeyi hesaplayınız.76,39 MPa48,86 MPa94,75 MPa33,37 MPaO MPa

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Answered: Vertical load is applied to point B of…

Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the normal stress at point D.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the normal stress at point D.

Formül;
T
TL
2(1-0,630b/a)
M2(1zy z-ly.y)+ My(1.2 – Izy-y)
1.ly – Izy²
Tmaks =
Czab*G' 5>5 için q = c2 =
T
VQ
T3D
It
My
2tA
10 cm
21xy
Ox + Oy Og - đy
2
Ox + dy tan26p =
cos20 + Txysin20 , Jort =
600 N
Ox– Oy sin20 + Tzycos20 , Imaks.min =
2
Os+ Oy +
X Tty' =-
-
14 cm
Tmaks=
+r
Şekilde gösterildiği gibi 10 mm yarıçaplı silindirik çubuğun B noktasına düşey yük
uygulanmaktadır. D noktasında oluşan normal gerilmeyi hesaplayınız.
76,39 MPa
48,86 MPa
94,75 MPa
33,37 MPa
O MPa

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