Strength of Materials a Comprehensive Presentation of Scientific Methods of Loc
Strength of Materials a Comprehensive Presentation of Scientific Methods of Loc
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In our eReader you can find the full English version of the book. Read Strength of Materials a Comprehensive Presentation of Scientific Methods of Loc 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 Strength of Materials a Comprehensive Presentation of Scientific Methods of Loc
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If the fibre stresses are within the elastic limit, then the two straight lines on the side of a beam referred to in Art. 57 will still be straight after the beam is bent; hence the elongations and short- enings of the fibres vary directly as their distance from the neutral axis. Since the stresses (if within the elastic limit) and deforma- tions in a given material are proportional, the unit-fibre stress varies as the distance from the neutral axis.
Let Fig. 36# represent a portion of a bent b...eam, 36 b its cross - section, nn the neutral line, and NN the neutral axis. The way in which the unit-fibre stress on the section varies can be rep- resented graphically as follows: Lay off ac, by some scale, to represent the unit-fibre stress in the top fibre, and join c and n, extendiwg the line to the lower side of the beam ; also make be* equal to be" and draw no'. Then the arrows represent the unit-fibre stresses, for their lengths vary as their distances from the neutral axis.
58 STRENGTH OF MATERIALS 61.
What to read after Strength of Materials a Comprehensive Presentation of Scientific Methods of Loc?
You can find similar books in the "Read Also" column, or choose other free books by Edward R Edward Rose Maurer to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
If the fibre stresses are within the elastic limit, then the two straight lines on the side of a beam referred to in Art. 57 will still be straight after the beam is bent; hence the elongations and short- enings of the fibres vary directly as their distance from the neutral axis. Since the stresses (if within the elastic limit) and deforma- tions in a given material are proportional, the unit-fibre stress varies as the distance from the neutral axis.
Let Fig. 36# represent a portion of a bent b...eam, 36 b its cross - section, nn the neutral line, and NN the neutral axis. The way in which the unit-fibre stress on the section varies can be rep- resented graphically as follows: Lay off ac, by some scale, to represent the unit-fibre stress in the top fibre, and join c and n, extendiwg the line to the lower side of the beam ; also make be* equal to be" and draw no'. Then the arrows represent the unit-fibre stresses, for their lengths vary as their distances from the neutral axis.
58 STRENGTH OF MATERIALS 61.
What to read after Strength of Materials a Comprehensive Presentation of Scientific Methods of Loc?
You can find similar books in the "Read Also" column, or choose other free books by Edward R Edward Rose Maurer to read onlineMoreLess
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