Filed under Design, Steel Design by Gopal Mishra on 05/02/2010 at 22:50
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Design of Steel Tanks
The steel tanks are defined as vessels made of steel plates. The steel tanks are either placed on ground or placed on towers. When the steel tanks are placed on ground, then, these are supported on cement concrete foundation or on steel grillage foundation. [...]
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Filed under Design, Steel Design by Gopal Mishra on 12/01/2010 at 02:38
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The steel chimneys are of two types:
Self-supporting steel chimneys
Guyed steel chimneys.
Self-supporting steel chimneys: When the lateral forces (wind or seismic forces) are transmitted to the foundation by the cantilever action of the chimney, then the chimney is known as self-supporting chimney. The self-supporting chimney together with the foundation remains stable under all working conditions without [...]
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Filed under Steel Structures, Structural by Gopal Mishra on 16/11/2009 at 00:36
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A high-rise is a tall building or structure
·Buildings between 75 feet and 491 feet (23 m to 150 m) high are considered high-rises. Buildings taller than 492 feet (150 m) are classified as skyscrapers.
The materials used for the structural system of high-rise buildings are reinforced concrete and steel. Most American style skyscrapers have a [...]
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Filed under Concrete, Steel Structures by Gopal Mishra on 21/10/2009 at 07:46
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Civil Engineers are known to test the limits of building structures, by going higher, longer or lighter. On the other hand Civil Engineers are by definition very conservative. These two professional characteristics come together when Civil Engineers are exploring the exciting opportunities offered by the high-tech Engineering materials available to them today. The challenges to [...]
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Filed under Beam Design, Steel Structures by Gopal Mishra on 08/10/2009 at 00:01
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A beam which is stiffened by a system of braces constituting a truss of which the beam is a chord is called as Trussed Beam. Trussed beams are used for mainly for the Industrial buildings where free space requirement are essential for more working areas. The span of truss varies from 10’-0” to 300’-0” depending [...]
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Filed under Beam Design, Steel Structures by Gopal Mishra on 08/10/2009 at 00:01
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A beam which is stiffened by a system of braces constituting a truss of which the beam is a chord is called as Trussed Beam. Trussed beams are used for mainly for the Industrial buildings where free space requirement are essential for more working areas. The span of truss varies from 10’-0” to 300’-0” depending [...]
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Filed under Design, Steel Structures by Gopal Mishra on 05/10/2009 at 17:44
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The manufacturing processes have been significantly developed and different shapes of sheeting profile are easy to produce. Steel sheeting is also easy to bend to different shapes e.g. curved roof structures., cylindrical products e.g. culverts etc. The products are delivered with a huge range of possible coatings. Normally the coating is done by the manufacturer [...]
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Filed under Steel Structures by Gopal Mishra on 02/04/2009 at 11:13
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A bracing connection is the fixing that holds bracing in place and to transfer loads into the bracing. Bracing holds the structure stable by transferring sideways loads (ie: not gravity, but wind or earthquake loads) down to the ground. It helps keep the structure upright and square when these loads come on to the building.
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Filed under Steel Structures, Structural by Gopal Mishra on 02/04/2009 at 00:19
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Steel Connections must be designed at the strength limit state
Average of the factored force effect at the connection and the force effect in the member at the same point
At least 75% of the force effect in the member
End connections for diaphragms, cross-frames, lateral bracing for straight flexural members – designed for factored member loads
Connections should [...]
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Filed under Steel Structures, Structural by Gopal Mishra on 02/04/2009 at 00:19
no comments
Steel Connections must be designed at the strength limit state
Average of the factored force effect at the connection and the force effect in the member at the same point
At least 75% of the force effect in the member
End connections for diaphragms, cross-frames, lateral bracing for straight flexural members – designed for factored member loads
Connections should [...]
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