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Missouri University of Science and Technology

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Articles 29701 - 29730 of 33693

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The Missouri Miner, December 17, 1965 Dec 1965

The Missouri Miner, December 17, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, December 10, 1965 Dec 1965

The Missouri Miner, December 10, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, December 03, 1965 Dec 1965

The Missouri Miner, December 03, 1965

The Missouri Miner Newspaper

No abstract provided.


Missouri S&T Magazine, December 1965, Miner Alumni Association Dec 1965

Missouri S&T Magazine, December 1965, Miner Alumni Association

Missouri S&T Magazine

No abstract provided.


The Missouri Miner, November 19, 1965 Nov 1965

The Missouri Miner, November 19, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, November 12, 1965 Nov 1965

The Missouri Miner, November 12, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, November 05, 1965 Nov 1965

The Missouri Miner, November 05, 1965

The Missouri Miner Newspaper

No abstract provided.


Torsional-Flexural Buckling Of Thin-Walled Open Sections, Pen J. Fang, George Winter Nov 1965

Torsional-Flexural Buckling Of Thin-Walled Open Sections, Pen J. Fang, George Winter

CCFSS Library (1939 - present)

INTRODUCTION Compression members with thin-walled open sections, because of their low torsional rigidities and because their cross-sectional configuration is such that the centroid and the shear center often do not coincide, can buckle at loads well below the Euler load by interaction of torsion and bending. Fast expanding applications of such sections in civil and architectural engineering call for an extensive investigation of torsional-flexural buckling. Basic theory of torsional-flexural buckling is treated by a number of authors, I,2 and simplifications of the basic theory in the elastic range for the design purposes together with some test results were reported previously. …


The Missouri Miner, October 29, 1965 Oct 1965

The Missouri Miner, October 29, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, October 22, 1965 Oct 1965

The Missouri Miner, October 22, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, October 15, 1965 Oct 1965

The Missouri Miner, October 15, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, October 08, 1965 Oct 1965

The Missouri Miner, October 08, 1965

The Missouri Miner Newspaper

No abstract provided.


The Performance Of Beams And Columns Continuously Braced With Diaphragms - I, Gordon P. Fisher, S. J. Errera Oct 1965

The Performance Of Beams And Columns Continuously Braced With Diaphragms - I, Gordon P. Fisher, S. J. Errera

CCFSS Library (1939 - present)

When properly attached, shear-rigid light-gage metal diaphragms, such as roof decking or wall sheathing, can be very effective as lateral bracing for slender columns and beams. At present, limited design use is made of this fact, because of inadequate information on the effectiveness and reliability of such bracing. In this thesis, previous theory on the stability of Isection beams and columns braced with shear-rigid diaphragms has been extended. Two energy methods are used, one employing the Euler-Lagrange conditions from the calculus of variations, and the other the Rayleigh-Ritz method. The problem initially considered is that of an I-section beam-column eccentrically …


Strength Of Three New Types Of Composite Beams, A. A. Toprac Oct 1965

Strength Of Three New Types Of Composite Beams, A. A. Toprac

CCFSS Library (1939 - present)

No abstract provided.


Missouri S&T Magazine, October 1965, Miner Alumni Association Oct 1965

Missouri S&T Magazine, October 1965, Miner Alumni Association

Missouri S&T Magazine

No abstract provided.


The Missouri Miner, October 01, 1965 Oct 1965

The Missouri Miner, October 01, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, September 24, 1965 Sep 1965

The Missouri Miner, September 24, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, September 17, 1965 Sep 1965

The Missouri Miner, September 17, 1965

The Missouri Miner Newspaper

No abstract provided.


Structural Performance Of Light Gage Steel Diaphragms, Larry D. Luttrell, George Winter Aug 1965

Structural Performance Of Light Gage Steel Diaphragms, Larry D. Luttrell, George Winter

CCFSS Library (1939 - present)

Light gage steel roof, wall, and floor systems may be used to transfer in-plane shear forces from one part of a framed structure to another, leading to reduced loads in parts of the structure. This is particularly noticeable in buildings having rigid end walls and under lateral loading. The diaphragms transfer forces from the interior frames into the foundation through the rigid end walls, resulting in lower loads for the interior frames. The amount of force transfer is dependent upon the in-plane shear strength and is particularly sensitive to the shear stiffness of the diaphragm. The results from some 60 …


Torsional-Flexural Buckling Of Thin-Walled Open Sections, Pen J. Fang Aug 1965

Torsional-Flexural Buckling Of Thin-Walled Open Sections, Pen J. Fang

CCFSS Library (1939 - present)

No abstract provided.


Missouri S&T Magazine, August 1965, Miner Alumni Association Aug 1965

Missouri S&T Magazine, August 1965, Miner Alumni Association

Missouri S&T Magazine

No abstract provided.


Effects Of Cold-Forming On Light-Gage Steel Members, Kenneth W. Karren, George Winter Jun 1965

Effects Of Cold-Forming On Light-Gage Steel Members, Kenneth W. Karren, George Winter

CCFSS Library (1939 - present)

Cold-forming may cause significant increases in tensile and in compressive yield strength in both the corner and flat elements of light-gage cold-formed steel members. The cumulative effects may raise the yield strength to as reuch as 70% above the virgin yield strength of the as-rolled sheet steel. The yield strength of corners is always considerably higher than that of any other portion of a cold-formed member because of the large plastic deformations which take place in the corners. Thus compact members with a large ratio of corner area to cross sectional area will have the largest increases in yield strength. …


Missouri S&T Magazine, June 1965, Miner Alumni Association Jun 1965

Missouri S&T Magazine, June 1965, Miner Alumni Association

Missouri S&T Magazine

No abstract provided.


The Missouri Miner, May 21, 1965 May 1965

The Missouri Miner, May 21, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, May 14, 1965 May 1965

The Missouri Miner, May 14, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, May 07, 1965 May 1965

The Missouri Miner, May 07, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, April 30, 1965 Apr 1965

The Missouri Miner, April 30, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, April 23, 1965 Apr 1965

The Missouri Miner, April 23, 1965

The Missouri Miner Newspaper

No abstract provided.


The Missouri Miner, April 09, 1965 Apr 1965

The Missouri Miner, April 09, 1965

The Missouri Miner Newspaper

No abstract provided.


Missouri S&T Magazine, April 1965, Miner Alumni Association Apr 1965

Missouri S&T Magazine, April 1965, Miner Alumni Association

Missouri S&T Magazine

No abstract provided.