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Showing posts with label Steel Section. Show all posts
Showing posts with label Steel Section. Show all posts

Sunday, January 15, 2017

International Steel Standards

Dear Readers,

While preparing blog articles, self always try to co-ordinate the steel standards between the other steel standards. Unfortunately, there is no common global steel standard or classification system. Rather, there are a number of classification and designation systems accepted and used worldwide, which are developed and standardized either nationally and internationally.
Steel standards are systems for classifying, evaluating, and specifying the chemical, mechanical, and metallurgical properties of different types of steels and ferrous alloys that are used in the production of components, machinery, and constructions.
Steels can be classified by a large variety of criteria, such as:
1). Composition, for example carbon, low-alloy, or stainless steel.
2). Method of manufacturing, such as open hearth, basic oxygen process, or electric furnace methods.
3). Finishing method, such as hot rolling, cold rolling, and various surface finishing and platting techniques.
4). Product form, for example bar, wire, plate, sheet, strip, tubing or structural shape.
5). DE oxidation practice, such as killed, semi-killed, capped or rimmed steel.
6). Microstructure, such as ferritic, pearlite and martensitic.
7). Heat treatment, such as annealing, quenching and tempering.
Some of the more frequently used steel standard and classification systems include:
AISI (American Iron and Steel Institute) steel standards, which are traditionally used in the US and abroad. While this standard is no longer maintained and has increasingly been replaced by SAE, ASTM and other U.S. standards, it is still widespread.
EN (Euro norm), which is a harmonized system of metal and steel standards of European countries. Although it is accepted and effectively used in all European countries, “obsolete” national systems, such as German-DIN, British-BS, French-AFNOR and Italian-UNI are commonly used and often found in many documents and specifications.
Japanese JIS steel standards, which are widely used in Asia and Pacific regions. JIS steel specifications have also often been used as a base for other national systems, such as Korean, Chinese, and Taiwanese standards.
Steel standards for BRIC Countries Brazilian-NBR, Russian-GOST, Indian-IS, and Chinese-GB and YB are followed.
For Example, Different standards used for General structural steel in construction works are as follows.
Indian Standard = IS: 2062
Chinese Standard = GB/T 700-2006
Japanese Standard = JIS G3101-2004
European Standard = EN 10025-2004
American Standard = ASTM A36-05.
Similarly, Different steel standards are used for Cold forming steel, high strength low alloy structural steel, Steel for boiler and other pressure vessels and Steel for ship building.
Note : In addition to the many standards described above, many steel manufacturers and suppliers have developed their own proprietary, commercial names for designating steels. Some of these designations have, after years and decades of use, become widely used within the industrial community and are often referred to as “common“ names or “trade” names, without actually referring to the particular supplier. In most cases, these “common” names are not standardized and properties may vary substantially; their application in official technical documents should therefore be avoided.

Sunday, August 3, 2014

Hand Rail

Dear Readers,

Hand rails are used in domestic and industrial applications. A handrail is a rail that is designed to be grasped by the hand so as to provide stability or support. Handrails are commonly used while ascending or descending stairways and escalators and walk way platforms in order to prevent injurious falls. In General Handrails having following parts.
 

1. Vericale Post
2. Top Rail
3. Mid Rail
4. Toe Guard

Vertical Post: It is also called Hand rail Legs. It will have a equal distance, generally one meter spacing between the posts. Pipe or Angle will be used and will have a base plate. Base plate is anchored or fixed with floor

Top Rail: It is top side of hand rail, generally pipe will be used. It is a guide, person can hold and size will be one inch to 3inch

Mid Rail: It is fixed between Top rail and toe guard. It is used for protection as well as bracing member between two handrail legs. Mid rail may be one or more than one subject to the length of vertical post. Generally pipe or square bar is used. The size is equal or less than the top rail size.

Toe Guard: It is the bottom part of hand rail. It is used to protect the small material fallen from platform while walking. The safety point of view  Toe guard is more important.

Precautions & Notes. 
  1. Hand rails should be used for only safe access
  2. Keep in mind it is not a load bearing member
  3. Don't take any supports from the hand rail
  4. The maximum distance between any horizontal or vertical member should not exceed 20cm in one direction
  5. The completed hand rail structure / assembly is capable of withstanding a load of at least 90kg applied in any direction at any point on the rail.
 
Best Quote : Never be afraid of taking a Decision.  Have a Nice Day

Sunday, August 4, 2013

Unit Weight of Rectangle Hollow Section

Dear Readers,

This is continuation with my earlier posts, self would like to share the unit weight of Rectangle Hollow Section. This rectangular hollow sections are based on the IS 4923:1997. The sizes available are 50 X 25- Thickness 2mm to 300 X 200-Thickness 12mm
 
As per Indian Standard a hollow section shall be designated by its out side dimensions and thickness in millimetre and shall be further classified in to CF and HF.
 
CF means Cold Formed and HF means Hot Formed. SHS means Square Hollow Section and RHS means Rectangular Hollow Section. For Example hot formed square hollow section with outside dimensions 80mm height, 40mm width and thickness 4mm shall be designated as 80 X 40 X 4 HF RHS
For More Details about Hollow Section Please refer my earlier post HSS
For More Unit Weight of Square Hollow section, refer my earlier posts
1) For Indian Standard Click IS 4923
2) For Japanese Standard Click JIS G 3466
3) For American Standard Click ASTM 500
4) For European Standard Click EN 10219
Best Quote-Greatest difference  between Dream and Aim “Dream needs effortless sleep…!” and “Aim needs sleepless efforts” Have a Nice Day

Sunday, July 15, 2012

Sectional Properties

Important and common sectional properties of rolled steels are Moment of Inertia, Radius of gyration & Elastic Modulus. The purpose of usage and definitions are below. Generally, the centimetre (cm) is used for the calculated properties.

Moment Of Inertia (I)
Area Moment of Inertia, also known as Second Moment of Inertia - I, is a property of shape that is used to predict deflections and stresses in beams. The larger the Moment of Inertia the less the beam will bend. The moment of inertia is a geometrical property of a beam and depends on a reference axis and has been calculated taking into account all tapers, radii and fillets of the sections.
Radius of gyration (r)
The radius of gyration is a parameter used in buckling calculation. It can be calculated by roots of Moment of Inertia divided by Area
r = (I / A)1/2
Elastic modulus (Z)


The elastic modulus is used to calculate the moment capacity based on the design strength of the section or the stress at the extreme fibre of the section from a known moment. It is derived as follows:
Z =I/e
Where e is the distance to the extreme fibre of the section from the elastic neutral axis.

Other sectional properties are used in engineering are
Buckling parameter (u), Torsional index (x), Warping constant (H), Torsion constant (J), Plastic modulus (S), Torsion modulus constant
Best Quote. "The only true wisdom is knowing that you know nothing". Have a Nice Day

Sunday, November 13, 2011

BEAMS



The shape of a steel I-beam strongly resembles a capital “I” in cross section, which explains the name. The steel I-beam has a strong central core capped with flanges on either side. 
I-beams, also known as H-beams, W-beams (for "wide flange"), rolled steel joist (RSJ). The horizontal elements of the "I" are flanges, while the vertical element is the web.  By far the most common structural material is steel due to its strength to weight ratio.

Steel is one of the most common materials used to make I-beams, since it can withstand very heavy loads in flexure meaning bending. Usually a beam carries vertical gravitational force but is also capable of carrying horizontal loads generally in the case of an earthquake.

The most commonly found steel beam is the I beam or the wide flanged beam also known by the name of universal beam or stouter sections as the universal column. Such beams are commonly used in the construction works

The most commonly found types of steel beams are varied and they are mentioned below:

1.    I beams

2.    Wide flange beams

3.    HP shape beams

4.    Special shape non-standard beams

5.    H beams

6.    Junior beams

In today’s modern construction the beams are generally made up of materials like:

1.    Steel

2.    Wood

3.    Reinforced concrete

For More details about Designation and terminology of Beams Click Beams

Sunday, March 21, 2010

Steel Section Detail

During the discussions about my previous post STEEL SECTION one of my friend asked which one is web and Flange. To clarify the same please see the picture below


h = Depth of Section (Web)
b = Width of Section (Flange)
s = Thickness of Web
t = Thickness of Flange
d = Depth between Fillets
r = Root Radius
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