Machinists And Draftsmens Handbook Containing Tables Rules And Formulas in
Machinists And Draftsmens Handbook Containing Tables Rules And Formulas in
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In our eReader you can find the full English version of the book. Read Machinists And Draftsmens Handbook Containing Tables Rules And Formulas in 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 Machinists And Draftsmens Handbook Containing Tables Rules And Formulas in
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To quickly assess the difficulty of the text, read a short excerpt:
L = Length of beam in inches. A = The distance in inches from the neutral surface of the section to the most strained fiber. / = Rectangular moment of inertia.
The tables on pages 237 and 238 give the moment of inertia about the neutral axis X Y, and the distance a, for a few of the most common sections : (For explanation of moment of inertia and center of gravity see page 293).
These formulas have the great advantage of being theoretic- ally correct for beams of any shape of cross-section, mad...e from any material, providing the load is within the elastic limit of the beam, and a correct constant is used for 6" and the correct value obtained for the moment of inertia.
STRENGTH OF MATERIALS.
237 -H -Y I 2 / H a - 6 (* B * j 12 H -Vf r _H*x B ~12~ a=*L 2 a 6 T 9 -aU 36 ai a 12 24 d 64 a = = 0. 0982 Di D* H f ^(D* d*)^ 64 Z> 32 32 D STRENGTH OF MATERIALS.
"T!
B H* b -Yr X- 12 -Y..
tfB a = T" f
To quickly assess the difficulty of the text, read a short excerpt:
L = Length of beam in inches. A = The distance in inches from the neutral surface of the section to the most strained fiber. / = Rectangular moment of inertia.
The tables on pages 237 and 238 give the moment of inertia about the neutral axis X Y, and the distance a, for a few of the most common sections : (For explanation of moment of inertia and center of gravity see page 293).
These formulas have the great advantage of being theoretic- ally correct for beams of any shape of cross-section, mad...e from any material, providing the load is within the elastic limit of the beam, and a correct constant is used for 6" and the correct value obtained for the moment of inertia.
STRENGTH OF MATERIALS.
237 -H -Y I 2 / H a - 6 (* B * j 12 H -Vf r _H*x B ~12~ a=*L 2 a 6 T 9 -aU 36 ai a 12 24 d 64 a = = 0. 0982 Di D* H f ^(D* d*)^ 64 Z> 32 32 D STRENGTH OF MATERIALS.
"T!
B H* b -Yr X- 12 -Y..
tfB a = T" f
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