Breadcrumbs Section. Click here to navigate to respective pages.
Chapter
Chapter
Ri
DOI link for Ri
Ri
based on determined from linear ratio of the bolt dis- tance from the 4. R and the moments for statics for the group is checked. 5. The location of the assuming that the bolt receives additional tension. In reality, the additional load is probably combination of tension bending. Fig. 6 diagrams the procedure as formulated first extreme is the plate is very thin 0(
Edition 1st Edition
First Published 1988
Imprint CRC Press
Pages 3
eBook ISBN 9780429180651
ABSTRACT
326