Engr M A Razzak

https://www.emarazzak.blogspot.com

Thursday 29 2015

Engineering Mechanics



Definition of Modulus of Elusticity:

It is often difficult to precisely define yielding due to the wide variety of stress–strain curves exhibited by real materials. In addition, there are several possible ways to define yielding:[1]
True elastic limit: The lowest stress at which dislocations move. This definition is rarely used, since dislocations move at very low stresses, and detecting such movement is very difficult.
Proportionality limit:Up to this amount of stress, stress is proportional to strain (Hooke's law), so the stress-strain graph is a straight line, and the gradient will be equal to the elastic modulus of the material.
Elastic limit (yield strength):Beyond the elastic limit, permanent deformation will occur. The elastic limit is therefore the lowest stress at which permanent deformation can be measured. This requires a manual load-unload procedure, and the accuracy is critically dependent on the equipment used and operator skill. For elastomers, such as rubber, the elastic limit is much larger than the proportionality limit. Also, precise strain measurements have shown that plastic strain begins at low stresses.[2][3]
Yield point:The point in the stress-strain curve at which the curve levels off and plastic deformation begins to occur.[4]
Offset yield point (proof stress):When a yield point is not easily defined based on the shape of the stress-strain curve an offset yield point is arbitrarily defined. The value for this is commonly set at 0.1 or 0.2% strain.[5] The offset value is given as a subscript, e.g., Rp0.2=310 MPa.[6] High strength steel and aluminum alloys do not exhibit a yield point, so this offset yield point is used on these materials.[5]
Upper and lower yield points:Some metals, such as mild steel, reach an upper yield point before dropping rapidly to a lower yield point. The material response is linear up until the upper yield point, but the lower yield point is used in structural engineering as a conservative value. If a metal is only stressed to the upper yield point, and beyond, Lüders bands can develop.[7]

Narsingdi Railway Foot Over Bridge

Wednesday 21 2015

Properties of Engineering material



List of materials properties

material's property is an intensive, often quantitative, property of some material. Quantitative properties may be used as a metric by which the benefits of one material versus another can be assessed, thereby aiding in materials selection.
A property may be a constant or may be a function of one or more independent variables, such as temperature. Materials properties often vary to some degree according to the direction in the material in which they are measured, a condition referred to as anisotropy. Materials properties that relate two different physical phenomena often behave linearly (or approximately so) in a given operating range, and may then be modeled as a constant for that range. This linearization can significantly simplify the differential constitutive equations that the property describes.
Some materials properties are used in relevant equations to predict the attributes of a system a priori. For example, if a material of a known specific heat gains or loses a known amount of heat, the temperature change of that material can be determined. Materials properties are most reliably measured by standardized test methods. Many such test methods have been documented by their respective user communities and published through ASTM International.

Contents:

Acoustical properties:

Atomic properties:

Chemical properties:

Electrical properties:

Environmental properties:

Magnetic properties:

Manufacturing properties:

Mechanical properties:

Optical properties:

Radiological properties:

Thermal properties:

 

Yield (engineering):

Mechanical failure modes

Wednesday 14 2015

Information of some rail Foot steel over bridge on Tongi to Bhairab Bazar Rail Line.


Toma  Construction and Company Limited



TONGI - BHAIRAB BAZAR DOUBLE LINE PROJECT
(Foot Over Bridge Information)









SL No. Station Name Station Code  Platform to PL Height in mm Total Span Length in mm Clear Height from Rail Top in mm Name of  Engineer-in-Charge(Toma) Total Sheets Work Position
1 Daulatkhandi DLY 300 31310 7300 Engr M A  Razzak 10 Drawing Approved
2 Srinidhi SRNI 300 32265 7300 Engr M A  Razzak 10 Drawing Approved
3 Methikanda MEY 300 30990 7300 Engr M A  Razzak 10 Drawing Approved
4 Hatubhanga HTGA 300 7300 Engr M A  Razzak Under Dicision
5 Khanabari KQC 300 32510 7300 Engr M A  Razzak 10 Drawing Approved
6 Amirgonj AMRG 300 31410 7300 Engr M A  Razzak 10 Drawing Approved
7 Narshigndi NRC 300 7300 Engr M A  Razzak Under Dicision
8 Jinardi JYD 300 30882 7300 Engr M A  Razzak 10 Drawing Approved
9 Arikhola AKH 300 33320 7300 Engr M A  Razzak 10 Drawing Approved
10 Pubail  PBY 300 30684 7300 Engr M A  Razzak 10 Drawing Approved





































Prepared By















Engr M A Razzak






14.01.2015






Sunday 30 2014

Real Estate Page-13

13


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