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Concrete Engineers Handbook, Data for the Design Snd Construction of Plain and Reinforced Concrete Structures

Concrete Engineers Handbook, Data for the Design Snd Construction of Plain and Reinforced Concrete Structures


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This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1918 Excerpt: ...over their length Each of these conditions is treated in a following case. he. Point of Inflection at Center of Columns. Outer Girders Hinged (Case V).--.6A' + 5Ki + 6A3. Point of Inflection at Center of Columns. Outer Girders Fixed (Case VI)--Equations (Va), (Via) and (Vila) have been plotted in Diagram 3. It should be noted, according to Diagrams 2 and 3, that the effect of the constant moment along the outer girders is to cause a rotation in addition to that caused normally by the load; and that this additional rotation causes a decrease in negative moment in the girder AB from what it would have been had the girders been either hinged or fixed at their outer ends. This is consistent with the fundamental conception of rigidity. Diagram 4 has been plotted to show comparatively the results of the foregoing cases. Since both AY and AY have the same coefficients in the foregoing expressions for Mab, Diagram 4 is plotted between the moment and the sum of AY and KThe resulting curves are identical with those for AY = 0 in Diagrams 1 to 3. F The variation of moment is for nearly all cases not over 10% of the load factor y For values of (AY + AY) 5, the moment is proportional to the value of (A0' + Ki). The small difference in moments between hinged and fixed terminals is again emphasized. All cases F approach a moment Mab = y as a maximum limit. On the first floor there may arise a condition in which the first tier of columns may be hinged or fixed, while the second tier of columns may have a central point of inflection. Since the greatest stress will arise from fixity of the lower tier, rather than from a hinged condition, it will be investigated. The outer girders will be located as in Cases V to VII above. Sh. Point of Inflection at Center of Upper Co...


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Product Details
  • ISBN-13: 9781130248265
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 354
  • Spine Width: 19 mm
  • Width: 189 mm
  • ISBN-10: 1130248267
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 630 gr

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Concrete Engineers Handbook, Data for the Design Snd Construction of Plain and Reinforced Concrete Structures
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