INFO-GRAPH INTERPRETATION
VARIOUS STRUCTURAL STEEL SHAPES
I-SECTIONS HSS CHANNEL ANGLE CLEAT METAL PLATE
TUBE [-SHAPED L-SHAPED 6 mm -
RESISTS SHEAR & MULTI ANGLED 1/4"
BENDING MOMENT DIRECTION CROSS THICKNESS LOADS SECTION
FROM BEING USED AS A SHEATHING MATERIAL FOR FIRE RESISTANCE ,STEEL
HAS GROWN TO SERVE MANY OTHER PURPOSES AND NOW IS USED TO CREATE ICONIC MEGA-STRUCTURES. EACH SKETCH POINTED OUT IN ORDER BELOW
- AN IRON SHEATH TO COVER TIMBER BEAMS AND PROTECT A MILL AT DERBY FROM FIRE.
- THE FIRST FULL IRON FRAMED MILL.
- CIRCULAR CUT SECTION CAST IRON COLUMNS REDUCED COST BY 30%.
- THE FIRST CAST IRON FACADE.
- 1871 - FIRE AT CHICAGO CHANGED PEOPLE'S PERSPECTIVE OF FIRE SAFETY AND NEW BUILDING STANDARDS WERE PUT FORWARD [USE BRICK AND STONE] A SECOND HIT IN 1874 INSURED STEEL PRODUCTION AND MANIFESTATION IN STRUCTURAL SECTORS.
- LOAD BEARING BEAMS AND COLUMNS FACILITATED BIG EXTERIOR OPENINGS.
- THE FIRST ALL-STEEL FRAME BUILDING.
- THE FIRST FULLY INTEGRATED STEEL STRUCTURE MADE TO RESIST WIND LOADS MARKED THE START OF THE RACE FOR THE TALLEST SKYSCRAPER.
- FIRST EXPOSURE OF STRUCTURAL FRAMEWORK - BRONZE-TONED I-BEAMS
- TRUSSED TUBE BRACING SYSTEM REDUCED MATERIAL USAGE BY 30%.
- WIND LOADS RESISTED BY SHELL & REMAINING LOAD CARRIED BY CORE [HEAVY STEEL BOX COLUMNS FORMED STIFF LATTICE]
- THE FIRST USE OF BUNDLED TUBE SYSTEM
- DIA-GRID FRAMING SYSTEM [COMBINING HIGH TENSILE + COMPRESSIVE STRENGTH] THE MARRIAGE OF COLUMNS+DIAGONALS+BRACING.
THIS ILLUSTRATION SHOWS HOW THE BUILT FORM EVOLVED
FROM SHORT-WHOLE STATURE TO LEAN-DEFINED STATURE AND NOW AWAITING UNEXPECTED ICONIC FORMS THAT REDEFINE STEEL USAGE WITH EVERY MOVE.
-----------------------------
REFERENCES : INFO-GRAPH[https://www.archdaily.com/200801/infographic-steel-architecture]
IMPACT OF THE CHICAGO FIRES [http://www.architecture.org/learn/resources/architecture-dictionary/entry/the-great-chicago-fire-of-1871/ ]
-Veronica
Comments
Post a Comment