Vertical load is applied to point B of a 10 mm radius cylindrical bar as shown in the figure. Calculate the shear stress occurring at point D. Formül;TTmaks-TL12 5 için c - c2 =;(1-0,630b/a)Czab³G'M,(1zy z-ly.y) + M,(.z- lzy.y)14.ly – Izy?Ox + ØyМyTOz =2tA10 cm21xy_, tan26, =O- dyOz + dy Ox - 0y- cos20 + Txysin20, Jort =2600 NXTy =--Ox - dysin20 + Tgycos20 , ơmaks.min =2+114 cmTmaks =+ ryŞekilde gösterildiği gibi 10 mm yarıçaplı silindirik çubuğun B noktasına düşey yükuygulanmaktadır. D noktasında oluşan kayma gerilmesini hesaplayınız.56,03 MPa78,82 MPa49,78 MPa43,37 MPa53,48 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 shear stress occurring 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 shear stress occurring at point D.

Formül;
T
Tmaks-
TL
1
2 5 için c - c2 =;(1-0,630b/a)
Czab³G'
M,(1zy z-ly.y) + M,(.z- lzy.y)
14.ly – Izy?
Ox + Øy
Мy
T
Oz =
2tA
10 cm
21xy_
, tan26, =
O- dy
Oz + dy Ox - 0y
- cos20 + Txysin20, Jort =
2
600 N
XTy =--
Ox - dy
sin20 + Tgycos20 , ơmaks.min =
2
+1
14 cm
Tmaks =
+ ry
Şekilde gösterildiği gibi 10 mm yarıçaplı silindirik çubuğun B noktasına düşey yük
uygulanmaktadır. D noktasında oluşan kayma gerilmesini hesaplayınız.
56,03 MPa
78,82 MPa
49,78 MPa
43,37 MPa
53,48 MPa

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