Transactions of the American Society of Civil Engineers volume 16
Transactions of the American Society of Civil Engineers volume 16
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In our eReader you can find the full English version of the book. Read Transactions of the American Society of Civil Engineers volume 16 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 Transactions of the American Society of Civil Engineers volume 16
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4 inches as given by Professor DuBois.
These results show that the relative jsrice of material as far as girders are concerned, does not cut a very large figure in modifying economic depth, but amounts to enough to be taken into account in an analytical formula. If now an expression for "good practice" could be intro- duced into the formula, and another variable for "shojD cost, " and an- other for "cost of erection, " a resulting "best depth" might be ob- tained. All these conditions must be f...ulfilled in economical designing, and therefore ought to be contained in any analytical formula proposing to give " the most economical depth. " H. C. Jennings, M. Am. Soc. C. E. — Before proceeding with the dis- cussion of the ajjplication of Professor Du Bois' formulas to the deter- mination of the actual weights of plate-girder bridges and their economic depths, I would like to mention a few facts in regard to the original of the 104-foot span upon which the author has based considerable of his comparison of Mr.
What to read after Transactions of the American Society of Civil Engineers volume 16?
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To quickly assess the difficulty of the text, read a short excerpt:
4 inches as given by Professor DuBois.
These results show that the relative jsrice of material as far as girders are concerned, does not cut a very large figure in modifying economic depth, but amounts to enough to be taken into account in an analytical formula. If now an expression for "good practice" could be intro- duced into the formula, and another variable for "shojD cost, " and an- other for "cost of erection, " a resulting "best depth" might be ob- tained. All these conditions must be f...ulfilled in economical designing, and therefore ought to be contained in any analytical formula proposing to give " the most economical depth. " H. C. Jennings, M. Am. Soc. C. E. — Before proceeding with the dis- cussion of the ajjplication of Professor Du Bois' formulas to the deter- mination of the actual weights of plate-girder bridges and their economic depths, I would like to mention a few facts in regard to the original of the 104-foot span upon which the author has based considerable of his comparison of Mr.
What to read after Transactions of the American Society of Civil Engineers volume 16?
You can find similar books in the "Read Also" column, or choose other free books by American Society of Civil Engineers to read onlineMoreLess
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