Member AB has a uniform rectangular cross section of 10 x 24 mm. For the loading P(14kN)shown,a) Find reactions at A and B.b) Determine the normal and shearing stresses at Point K and Point H.α (30˚) Appendix BUseful FormulasBendingP- M2y – MyzIz1Mbh3II ==r4Ox = 7--=EI12AlyPrincipal stressesMyVQ3VTave =ItТтах —2 AOr = -Transformations of plane stressOx + Oy + (OxOy) cos(20) + Txysin(26)22Txy(0x – Oy(*,)sin(20) + Txycos(20)2= -Ox + oy = 0x + OyOx + OyOy+ T,(0x(OxОтах,minTmax =22! (UM? + M? + T2тахTallSpherical Pressure vesselsprprТтах4tOspherical2tDeflection of beamsd²y_M(x)dx2EIM IN2. 60 mmG60 mmHK12 mm12 mm-B40 mm

Member AB has a uniform rectangular cross section of 10 x 24 mm. For the loading P(14kN) shown, a) Find reactions at A and B. b) Determine the normal and shearing stresses at Point K and Point H. α (30˚)

Member AB has a uniform rectangular cross section of 10 x 24 mm. For the loading P(14kN) shown, a) Find reactions at A and B. b) Determine the normal and shearing stresses at Point K and Point H. α (30˚)

Residential Construction Academy: House Wiring (MindTap Course List)

4th Edition

ISBN:9781285852225

Author:Gregory W Fletcher

Publisher:Gregory W Fletcher

Chapter1: Residential Workplace Safety

Section: Chapter Questions

Problem 16RQ: Direction: Circle T to indicate true statements or F to indicate false statements. Copper is not a...

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Concept explainers

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

Member AB has a uniform rectangular cross section of 10 x 24 mm. For the loading P(14kN)
shown,
a) Find reactions at A and B.
b) Determine the normal and shearing stresses at Point K and Point H.

α (30˚)

Appendix B
Useful Formulas
Bending
P- M2y – Myz
Iz
1
M
bh3
I
I ==r
4
Ox = 7-
-=
EI
12
A
ly
Principal stresses
My
VQ
3V
Tave =
It
Ттах —
2 A
Or = -
Transformations of plane stress
Ox + Oy + (OxOy) cos(20) + Txysin(26)
2
2
Txy
(0x – Oy
(*,)
sin(20) + Txycos(20)
2
= -
Ox + oy = 0x + Oy
Ox + Oy
Oy
+ T,
(0x
(Ox
Отах,min
Tmax =
2
2
! (UM? + M? + T2
тах
Tall
Spherical Pressure vessels
pr
pr
Ттах
4t
Ospherical
2t
Deflection of beams
d²y_M(x)
dx2
EI
M IN
2.

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