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Gandhi Jaimin Kiranbhai

SD4000

DESIGN OF G+7 STRUCTURE WITH CONSIDERING E.Q LOAD

THE MAIN AIM OF THE PROJECT IS  COMPARISON THE SAME STRUCTURE IN DIFFERENT SEISMIC ZONES ( II,III,IV & V). MAINLY CHECK THE DRIFT & BASE SHEAR VALUES. ALSO WITH THAT RESTRICT THE (%)OF STEEL TO 2% IN COLUMN. AFTER THAT DESIGN A STRUCTURE FOR ZONE V.  WITH INCREASING ZONES THE DRIFT VALUES ARE INCREASING AS WELL FOR CONTROLLING IT COLUMN SIZES ARE INCREASE. FINALLY , SHEAR WALL ADOPTED IN THE SYSTEM BECAUSE THE DRIFT VALUES ARE TOO HUGE.FOR DESIGNING & DETAILING , IS 456:2000, IS 13920:2016,IS 1893-P(1) : 2016 ARE USED.


Report Content

PROBLEM STATEMENT

PROJECT WORK PATTERN

STRUCTURAL SYSTEM

STATIC CHECK & LOADS CALCULATION

BASE SHEAR CALCULATION

ZONE WISE COMPARISON OF DRIFT

FINAL COLUMN & BEAM SIZES FOR DIFFERENT ZONES (ONLY FOR DRIFT)

QUANTITY FOR DIFFERENT ZONES

FINAL SIZES WITH CONTROLLING OF DRIFT & (%) STEEL

ADOPTION OF SHEAR WALL IN SYSTEM