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Note on the strength of splices

โœ Scribed by S.E. Sheppard; S.S. Sweet

Publisher
Elsevier Science
Year
1926
Tongue
English
Weight
40 KB
Volume
202
Category
Article
ISSN
0016-0032

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๐Ÿ“œ SIMILAR VOLUMES

Note on the strength of splices
Note on the strength of splices
โœ S.E. Sheppard; S.S. Sweet ๐Ÿ“‚ Article ๐Ÿ“… 1926 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 118 KB

EASTMAN KODAK COMPANY NOTES. 819 a square edge is recommended. Time increases the strength of splices, but this effect may be replaced largely by he~t. Excess use of cement should be avoided, as it causes buckling and warping.

Fatigue strength of riveted shear splice
Fatigue strength of riveted shear splices
โœ G L Kulak ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 265 KB ๐Ÿ‘ 2 views

For economic reasons, the life of the large stock of riveted bridges that still exist throughout the world must be extended, while at the same time ensuring that safety is not compromised. A sufficient number of test results on full-size members is now available to be able to make a recommendation f

Notes on the strength of gear teeth
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โœ Samuel Webber ๐Ÿ“‚ Article ๐Ÿ“… 1890 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 432 KB
Influence of end plate splices on the lo
Influence of end plate splices on the load carrying capacity of columns
โœ H.H. Snijder; J.C.D. Hoenderkamp ๐Ÿ“‚ Article ๐Ÿ“… 2008 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 919 KB

A column splice is part of the column and therefore must be designed for second order bending moments and shear forces in addition to the axial force. In this paper strength and stiffness requirements for column splices are derived on the basis of column stability considerations. A strength requirem