Machinists And Draftsmens Handbook Containing Tables Rules And Formulas in
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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