Illinois Society of Architects · Chicago · leaf 309
olumn.t inertia of vertical fracture Table j-or L„ for Column Section. FiyJ. tion. L = lever arn fracture line, 1 masonry on one fracture line, f< column or bea : _: i; plate. abc pla I lnc l = rctit fte. t = mh-lbs sultantracture aximumfor fra bending moment in inch-lbs. ° • z -3 f r sline, for… … Architectural Iron Work JOSEPH HALSTED CO. RANDOLPH AND ELIZABETH STREETSCHICAGO TELEPHONE, MONROE 510 ORNAMENTAL IRON WORK IRON STAIRS ELEVATOR DOORS AND ENCLOSURES IRON STORE FRONTS IRON FENCES AND GRILLES STEEL BEAMS AND COLUMNS FIRE ESCAPES
Architecture · Building · Architects
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