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The percent increase in strength was mostly affected by the section slenderness where the maximum gain was obtained for the slender section.
A series of vertical steel rods near the upstream water face, stressed by jacks and securely anchored into the rock foundation, resists the overturning tendency of this more slender section.
Mr. Stine is 77 and retired from a successful irrigation business here in Waterford, a town of about 7,000 on the banks of a slender section of the Tuolumne River, the same river from which he now cuts his willow branches.
Slender section columns can carry additional loads up to failure after local buckling has happened in its elements.
However, as the width-to-thickness ratio increased, ( alpha ) was decreased (( alpha ) = 1.06 for ( b^{prime}_{s}/t_{s} ) = 7.0, 1.02 for 11.5, and 1.01 for 16.5 in Fig. 10b), because the slender section was more vulnerable to local instability.
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The proposed method includes the strain hardening benefits for stocky sections, and abolished the necessity of calculating effective cross-sectional properties for slender sections.
This phenomenon could be caused by web buckling for slender sections or by web bearing/yielding for stocky sections.
Even the frame with ultra-high strength steel columns with slender sections accommodated an overall drift ratio of 3.0%.
The capabilities of these HSSs allow obtaining smaller structural parts and slender sections and less weight without compromising security.
Certain types of slender sections, however, have shown significant post-elastic behaviour in attainment of the ultimate moment.
A sudden failure mode was observed in the compression zone of the slender sections tested in bending.
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