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  2. Johnson's parabolic formula - Wikipedia

    en.wikipedia.org/wiki/Johnson's_parabolic_formula

    In structural engineering, Johnson's parabolic formula is an empirically based equation for calculating the critical buckling stress of a column. The formula is based on experimental results by J. B. Johnson from around 1900 as an alternative to Euler's critical load formula under low slenderness ratio (the ratio of radius of gyration to ...

  3. Euler's critical load - Wikipedia

    en.wikipedia.org/wiki/Euler's_critical_load

    This formula was derived in 1744 by the Swiss mathematician Leonhard Euler. [2] The column will remain straight for loads less than the critical load. The critical load is the greatest load that will not cause lateral deflection (buckling). For loads greater than the critical load, the column will deflect laterally.

  4. Buckling - Wikipedia

    en.wikipedia.org/wiki/Buckling

    This results in a non-linear behaviour in the load carrying behaviour of these details. The ratio of the actual load to the load at which buckling occurs is known as the buckling ratio of a sheet. [1] High buckling ratios may lead to excessive wrinkling of the sheets which may then fail through yielding of the wrinkles. Although they may buckle ...

  5. Wood method - Wikipedia

    en.wikipedia.org/wiki/Wood_method

    The Wood method, also known as the Merchant–Rankine–Wood method, is a structural analysis method which was developed to determine estimates for the effective buckling length of a compressed member included in a building frames, both in sway and a non-sway buckling modes. [1] [2] It is named after R. H. Wood.

  6. NYT ‘Connections’ Hints and Answers Today, Sunday, December 15

    www.aol.com/nyt-connections-hints-answers-today...

    Spoilers ahead! We've warned you. We mean it. Read no further until you really want some clues or you've completely given up and want the answers ASAP. Get ready for all of today's NYT ...

  7. Self-buckling - Wikipedia

    en.wikipedia.org/wiki/Self-buckling

    A column can buckle due to its own weight with no other direct forces acting on it, in a failure mode called self-buckling. In conventional column buckling problems, the self-weight is often neglected since it is assumed to be small when compared to the applied axial loads. However, when this assumption is not valid, it is important to take the ...

  8. Wisconsin Recall Election Results Map - The Huffington Post

    elections.huffingtonpost.com/2012/wisconsin...

    Lieutenant Governor Recall Results. Republican Rebecca Kleefisch, the current lieutenant governor of Wisconsin, is facing Democrat Mahlon Mitchell in a recall election for the position.

  9. Why the ACC might get saved from SMU's inclusion in the ... - AOL

    www.aol.com/why-acc-might-saved-smus-201715859.html

    Look at the pitiful ACC. No shame at all. Celebrating Clemson and SMU in the College Football Playoff as a verifying and flag-planting moment for the conference on the verge of collapse. Clemson ...