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Design of anchor bolts for unstayed slender towers with annular base rings when subjected to overturning moment from wind loading; author derived equations in similar manner to that adopted by A.I.GARTNER, and prepared alternative graphs for solving anchor bolt problems; examples for determining influence of changes in elasticmoduli ratios and in total weights of towers.
Design of anchor bolts for unstayed slender towers with annular base rings when subjected to overturning moment from wind loading; author derived equations in similar manner to that adopted by A.I.GARTNER, and prepared alternative graphs for solving anchor bolt problems; examples for determining influence of changes in elasticmoduli ratios and in total weights of towers.
Tall towers: design of anchor bolts to resist overturning
Instn Civ Engrs -- Proc
Boyd, G. (author)
1958
8 pages
Article (Journal)
English
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