Concrete Building ConstructionJ. Wiley, 1927 - 689 pages |
From inside the book
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Page 4
... depth of concrete over the column - head where the stresses are greatest , thereby permitting the use of a thinner slab in the remainder of the bay . When DROPS are used over interior columns , some codes require that HALF - DROPS be ...
... depth of concrete over the column - head where the stresses are greatest , thereby permitting the use of a thinner slab in the remainder of the bay . When DROPS are used over interior columns , some codes require that HALF - DROPS be ...
Page 5
... depth of beams and girders rather than the width should be reduced , in order to permit the use of the slab - forms without alteration . In regard to columns , a degree of UNIFORMITY is usually an architectural requirement , and care ...
... depth of beams and girders rather than the width should be reduced , in order to permit the use of the slab - forms without alteration . In regard to columns , a degree of UNIFORMITY is usually an architectural requirement , and care ...
Page 15
... depth of beam ; distance of neutral axis from extreme fibers in compression in inches ; ratio of distance between the center of compression of concrete and center of tension of steel to effective depth of beam or ratio of arm of ...
... depth of beam ; distance of neutral axis from extreme fibers in compression in inches ; ratio of distance between the center of compression of concrete and center of tension of steel to effective depth of beam or ratio of arm of ...
Page 21
... depth of concrete and cross - sectional area of longitudinal steel in rectangular beams and slabs , for the stresses and the value of p as noted . For different working stresses , or a different value of p , a similar procedure is ...
... depth of concrete and cross - sectional area of longitudinal steel in rectangular beams and slabs , for the stresses and the value of p as noted . For different working stresses , or a different value of p , a similar procedure is ...
Page 36
... depth , or 1/24 the clear span . M = WL / 8 = 20 000 × 20 × 12/8 = 600 000 in - lb By Formula ( 15 ) , Chapter II , d M 107.6 x b 600 000 = = 24.9 in 107.6 X 9 = Total beam - depth 24.9 + 0.5 + 1.5 36 BENDING MOMENTS Typical Design as ...
... depth , or 1/24 the clear span . M = WL / 8 = 20 000 × 20 × 12/8 = 600 000 in - lb By Formula ( 15 ) , Chapter II , d M 107.6 x b 600 000 = = 24.9 in 107.6 X 9 = Total beam - depth 24.9 + 0.5 + 1.5 36 BENDING MOMENTS Typical Design as ...
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Common terms and phrases
adjacent American Concrete Institute amount approximately Architect assumed bending moments bond-stress building cement Chapter Code column capital Company Fig compressive strength compressive stress concentrated loads construction Continuous Beam Contract Contractor cost crete cross-section dead load determined Diagram diameter distance drop equal equation estimate exterior columns finish floor forms Formula 17 girders in-lb interior Joint Committee labor Labor-Classification lb per sq length live load materials maximum bending metal method minimum mixture moment of inertia mortar negative bending Owner panel percentage Piles placed Portland Cement pounds per square quantities ratio rectangular Reinforced-Concrete resist ribs roofs round rods sand sectional area shown in Fig sieve sieve analysis slab slab-thickness specifications sq ft square bars square foot steel stirrups strip Subcontractor supports surface Table tensile tensile stress tension thickness tion Turner Construction Typical unit stress usually wall wall-column weight width wire
Popular passages
Page 564 - The cement shall be stored in such a manner as to permit easy access for proper inspection and identification of each shipment, and in a suitable weather-tight building which will protect the cement from dampness.
Page 396 - Principal for labor or materials, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
Page 401 - To name as arbitrator under arbitration proceedings as provided in the General Conditions the person nominated by the Subcontractor, if the sole cause of dispute is the work, materials, rights or responsibilities of the Subcontractor; or. if of the Subcontractor and any other subcontractor jointly, to name as such arbitrator the person upon whom they agree. The Contractor and the Subcontractor agree that...
Page 563 - Portland cement is the product obtained by finely pulverizing clinker produced by calcining to incipient fusion an intimate and properly proportioned mixture of argillaceous and calcareous materials, with no additions subsequent to calcination excepting water and calcined or uncalcined gypsum.
Page 390 - If required in writing by any party in interest, the Owner as Trustee shall, upon the occurrence of loss, give bond for the proper performance of his duties. He shall deposit any money received from insurance in an account separate from all his other funds and he shall distribute it in accordance with such agreement as the parties in interest may reach, or under an award of arbitrators appointed, one by the Owner, another by joint action of the other parties in interest, all other procedure being...
Page 570 - ... 20 per cent on the No. 200 sieve, or on other similarly graded material, shall not show a variation of more than 1.5 per cent above or below the standards maintained at the Bureau of Standards.
Page 583 - The inspector representing the purchaser shall have free entry, at all times while work on the contract of the purchaser is being performed, to all parts of the manufacturer's works which concern the manufacture of the bars ordered.
Page 401 - To make all claims for extras, for extensions of time and for damages for delays or otherwise, to the Contractor in the manner provided in the General Conditions for like claims by the Contractor upon the Owner, except that the time for making claims for extra cost is one week.
Page 390 - The making and acceptance of the final payment shall constitute a waiver of all claims by the Owner, other than those arising from unsettled liens, from faulty work appearing after final payment or from requirement of the specifications, and of all claims by the Contractor, except those previously made and still unsettled.
Page 396 - Now Therefore, the Condition of this Obligation is such that if the Principal shall faithfully perform the Contract on his part, and satisfy all claims and demands, incurred for the same, and shall fully indemnify and save harmless the Owner from all cost and damage which he may suffer by reason of failure so to do, and -shall fully reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any such default...