The Architect's and Builder's Pocket-book of Mensuration, Geometry ...: Strength and Stability of Foundations ... Etc ... Statistics and Tables Relating to Carpentry, Masonry, Drainage ... Etc. ...J. Wiley, 1892 - 911 стор. |
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Результати 1-5 із 21
Сторінка 255
... Z - bar column , which it much resembles . The space occupied by the column slightly exceeds that of both the cylindrical and Z - bar column , FIG . 5 . FIG . 6 . but not enough to be of any serious consequence . Figs . 5 and 6 show ...
... Z - bar column , which it much resembles . The space occupied by the column slightly exceeds that of both the cylindrical and Z - bar column , FIG . 5 . FIG . 6 . but not enough to be of any serious consequence . Figs . 5 and 6 show ...
Сторінка 256
... Z - bar " columns , illus- trated on pages 267-289h . For the strut bars of trusses two - channels bars , angle or T - bars , are generally used . In trusses with pin connections the channel bar offers the best shape for the struts . I ...
... Z - bar " columns , illus- trated on pages 267-289h . For the strut bars of trusses two - channels bars , angle or T - bars , are generally used . In trusses with pin connections the channel bar offers the best shape for the struts . I ...
Сторінка 264
... Z - BAR COLUMNS . Fig . 7 H Fig . 10 [ STANDARD SECTIONS OF Z - BAR COLUMNS . Fig . 8 12 Z - Bar Column * to » metal Fig . 9 10 Z - Bar Column sto metal HH Fig . 11 82. Bar , Column to % metal ] Fig . 12 6 " Z - Bar Column » " tometal ...
... Z - BAR COLUMNS . Fig . 7 H Fig . 10 [ STANDARD SECTIONS OF Z - BAR COLUMNS . Fig . 8 12 Z - Bar Column * to » metal Fig . 9 10 Z - Bar Column sto metal HH Fig . 11 82. Bar , Column to % metal ] Fig . 12 6 " Z - Bar Column » " tometal ...
Сторінка 265
... 6 , as well as the Phoenix and Keystone Columns illustrated on pages 267 and 277 , belong to the type known as Closed ... Z - bar Column , is believed to offer advantages equal , if not superior to those of any other steel or wrought ...
... 6 , as well as the Phoenix and Keystone Columns illustrated on pages 267 and 277 , belong to the type known as Closed ... Z - bar Column , is believed to offer advantages equal , if not superior to those of any other steel or wrought ...
Сторінка 278
... Z - Bar Columns . Within the past three years. KEYSTONE OCTAGON COLUMNS . THICKNESSES AND CORRESPONDING AREAS AND WEIGHTS PER FOOT . Thickness . 4 Segments . Weight 4 Segments . Weight 4 Segments . of one of one Area . Area . Weight 4 ...
... Z - Bar Columns . Within the past three years. KEYSTONE OCTAGON COLUMNS . THICKNESSES AND CORRESPONDING AREAS AND WEIGHTS PER FOOT . Thickness . 4 Segments . Weight 4 Segments . Weight 4 Segments . of one of one Area . Area . Weight 4 ...
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Загальні терміни та фрази
angles arch Architect architecture axis bars bending-moment boiler Boston brick building cast-iron ceiling cement cent centre of gravity chimney Church column concrete construction Cosin Sine Cosin cube cubic foot deflection depth Diam diameter dimensions distance distributed load draw equal factor of safety fire-proof flange floor formula girder given heat horizontal I-beams inches thick inertia joint joist length masonry material Mead & White metal method mineral wool moment of inertia mortar mouldings Multiply ornamented ovolo pieces pier pipes placed plank plaster plates Portland cement pounds per square pressure projecting purlins radiator radius rafters resistance rivets roof rule safe load shown in Fig side Sine Cosin Sine span square feet square foot square inch steam steel stone strain strength strut surface terra-cotta tile timber tons truss vertical voussoirs wall width wire wooden wrought-iron Z-BAR
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Сторінка 756 - ... the expense incurred by the Owner in finishing the work, such . excess shall be paid by the Owner to the Contractor ; but if such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner . The expense incurred by the Owner as herein provided, either for furnishing materIals or for finishing the work, and any damage incurred through such default, shall be audited and certified by the Architects, whose certificate thereof shall be conclusive upon the parties.
Сторінка 756 - Should the Contractor at any time refuse or neglect to supply a sufficiency of properly skilled workmen, or of materials of the proper quality, or fail in any respect to prosecute the work wIth promptness and diligence, or fail in the performance of any of the agreements herein contained, such refusal, neglect or failure being certified by the Architects, the Owner shall be at liberty, after three days...
Сторінка 756 - Owner shall be at liberty, after three days written notice to the Contractor , to provide any such labor or materials, and to deduct the cost thereof from any money then due or thereafter to become due to the Contractor under...
Сторінка 23 - A Sphere is a solid bounded by a curved surface all points of which are equally distant from a point within called the centre.
Сторінка 110 - Force is that which changes, or tends to change, the state of rest or motion of the body acted upon.
Сторінка 38 - A tenement house within the meaning of this article shall be taken to mean and include every house, building or portion thereof which is rented, leased, let or hired out to be occupied or is occupied as the home or residence of more than three families living independently of one another and doing their cooking upon the premises; or by more than two families upon a floor so living and cooking, but having a common right in the halls, stairways, yards, water-closets or privies or some of them.
Сторінка 11 - Square Measure 144 square inches = 1 square foot 9 square feet = 1 square yard...
Сторінка 757 - If any lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee.
Сторінка 756 - IX. It is hereby mutually agreed between the parties hereto that the sum to be paid by the Owner to the Contractor for said work and materials shall be...
Сторінка 147 - If any number of forces acting at a point can be represented in magnitude and direction by the sides of a POLYGON taken in order, they are in equilibrium.