Reinforced Concrete Design
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In our eReader you can find the full English version of the book. Read Reinforced Concrete Design Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Reinforced Concrete Design
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Case (b). Steel Joists. — Suppose, now, the beams consisted of steel joists in place of reinforced concrete, the deflection under this condition of loading would probably be double that for the continuous concrete beams. In that case the moment by the formula from Appendix I. 19 would be M = 11,450 - 1300 + 3200 = 13,350 Ib.-ins.
It has, however, already been pointed out that slabs resting ■on steel joists and not provided with reinforcement top and bottom should be designed by the table on p, ...191, giving a moment for this ratio of — t, Wd M = WtP 10-28 = 13,400 Ib.-ins.
•so that even in this case the formulae recommended are suffi- •cient to cover this effect in ordinary cases.
When two adjacent bays are loaded, as in Fig. 112, it will ig6 Reinforced Concrete Design [chap.
be found that, although the deflection in the middle beam is greater, the centre moments in the slabs are much lower owing to their continuous action over this beam. It will be found on investigation that the case dealt with is the worst which needs consideration.
What to read after Reinforced Concrete Design?
You can find similar books in the "Read Also" column, or choose other free books by Oscar Faber to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Case (b). Steel Joists. — Suppose, now, the beams consisted of steel joists in place of reinforced concrete, the deflection under this condition of loading would probably be double that for the continuous concrete beams. In that case the moment by the formula from Appendix I. 19 would be M = 11,450 - 1300 + 3200 = 13,350 Ib.-ins.
It has, however, already been pointed out that slabs resting ■on steel joists and not provided with reinforcement top and bottom should be designed by the table on p, ...191, giving a moment for this ratio of — t, Wd M = WtP 10-28 = 13,400 Ib.-ins.
•so that even in this case the formulae recommended are suffi- •cient to cover this effect in ordinary cases.
When two adjacent bays are loaded, as in Fig. 112, it will ig6 Reinforced Concrete Design [chap.
be found that, although the deflection in the middle beam is greater, the centre moments in the slabs are much lower owing to their continuous action over this beam. It will be found on investigation that the case dealt with is the worst which needs consideration.
What to read after Reinforced Concrete Design?
You can find similar books in the "Read Also" column, or choose other free books by Oscar Faber to read onlineMoreLess
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