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Valuation of Strength of Structural Steel Angle Sections, under IS Code: 800 - 1984 – A Case Study with Equal Vis-a-Vis Unequal Angles


Affiliations
1 D. N. Polytechnic, Meerut (U.P.) 250103, India
2 Uttaranchal University, Dehradun (Uttarakhand), India
 

Basically the structural steel is an alloy of iron, carbon-n-little parts of manganese, chrome nickel, sulfur, phosphorous-n-copper to form its rolled steel sections like angles, tees, channels, girders-n-plates which are used as beams, truss frames, columnbases, plate-girders etc to bear loads in the module of tensile-n-compressive stresses to safe the structure in deflection-n- bending. Structural steel is weather resistant and more stress bearing than normal steel. As normal specified steel is used in utensils, toys, vehicle-frames, furniture-n-watches etc., where loads and incoming varying stresses are not of structural type. While designing the steel structure two codes are usually followed viz. IS-Code: 800-1984 and Code 800-2000 which are known as elastic method and limit state method respectively.
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  • Varshaney MK. Book design of steel and masonry structures.


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  • Valuation of Strength of Structural Steel Angle Sections, under IS Code: 800 - 1984 – A Case Study with Equal Vis-a-Vis Unequal Angles

Abstract Views: 810  |  PDF Views: 430

Authors

Manoj Kumar Varshaney
D. N. Polytechnic, Meerut (U.P.) 250103, India
Nivesh Kumar Varshney
Uttaranchal University, Dehradun (Uttarakhand), India

Abstract


Basically the structural steel is an alloy of iron, carbon-n-little parts of manganese, chrome nickel, sulfur, phosphorous-n-copper to form its rolled steel sections like angles, tees, channels, girders-n-plates which are used as beams, truss frames, columnbases, plate-girders etc to bear loads in the module of tensile-n-compressive stresses to safe the structure in deflection-n- bending. Structural steel is weather resistant and more stress bearing than normal steel. As normal specified steel is used in utensils, toys, vehicle-frames, furniture-n-watches etc., where loads and incoming varying stresses are not of structural type. While designing the steel structure two codes are usually followed viz. IS-Code: 800-1984 and Code 800-2000 which are known as elastic method and limit state method respectively.

References