Architectural Engineering: With Special Reference to High Building Construction, Including Many Examples of Chicago Office BuildingsJ. Wiley & sons, 1895 - 239 halaman |
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allowed architects architectural ashlar basement blocks brick brickwork Burnham & Root cast columns ceiling cement mortar centre Chicago clay compression concrete connections considered contractor dead load Dearborn Building eccentric loading ELEVATOR engineer exterior walls fire fire-proof flanges floor arches floor system floor-beams foundations framing plans Holabird & Roche hollow tile Home Insurance Building horizontal Insurance Building iron or steel Jenney joints layer live load Marquette Building Masonic Temple masonry masonry piers material maximum metal columns metal-work method Monadnock Building office buildings partitions Phoenix column piles plaster PLATE GIRDER plates and angles portal Portland cement radius of gyration Reliance Building resistance rivets rods roof shear shown in Fig skeleton construction soffit span Spandrel Section square foot square inch stone stories strain structure supporting terra-cotta tests thick tile arches tion unit-strain VAULT veneer vertical weight wind bracing wind pressure York Z-bar column
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Halaman 222 - Buildings having jurisdiction, inverted arches resting on a proper bed of concrete, both designed to transmit with safety the superimposed loads, shall be turned between the piers. The thrust of the outer piers shall be taken up by suitable...
Halaman 93 - skeleton construction" shall apply to all buildings wherein all external and internal loads and strains are transmitted from the top of the building to the foundations by a skeleton or framework of metal.
Halaman 220 - Ashlar. Stone used for the facing of any building, and known as ashlar, shall be not less than four inches thick. Stone ashlar shall be anchored to the backing and the backing shall be of such thickness as to make the walls, independent of the ashlar, conform as to the thickness with the requirements of sections...
Halaman 94 - ... between the iron and steel members and the outside of the hollow tile covering. In all cases the brick or hollow tile shall be bedded in cement mortar close up to the iron or steel members, and all joints shall be made full and solid.
Halaman 95 - ... or the inside surfaces of the said columns may be covered with an outer shell of iron having an air space between; and the exposed sides of the iron or steel girders shall, also be similarly covered in and tied and bonded.
Halaman 93 - In such metal framework the beams and girders shall be riveted to each other at their respective junction points. If columns made of rolled iron or steel are used, their different parts shall be riveted to each other, and the beams and girders resting upon them shall have riveted connections to unite them with the columns.
Halaman 223 - ... borings of the soil shall first be made to determine the position of the underlying stratum of hard clay or rock, and the piles shall be made long enough to sustain the required load according to approved formulas for pile driving, and timber piles shall not be loaded more than twenty-five tons to each pile. The heads of the piles are to be protected against splitting while they are being driven, and after having been driven, the piles are to be sawed off to a uniform level and covered with a...
Halaman 222 - Foundations shall be proportioned to the actual average loads they will have to carry in the completed and occupied building.
Halaman 115 - The material should be disposed as far as possible from the neutral axis of the cross-section, thereby increasing...
Halaman 94 - ... such walls shall be thoroughly anchored to the iron skeleton, and whenever the weight of such walls rests upon beams or columns, such beams or columns shall be made strong enough in each story to carry the weight of wall resting upon them...