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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Experimental tests of beams with eccentric web openings

McNew, Jerry Lynn January 2011 (has links)
Digitized by Kansas Correctional Industries
2

Instability of unstiffened webs with rectangular holes

Baranda, Hernán A. January 1977 (has links)
No description available.
3

Instability of unstiffened webs with rectangular holes

Baranda, Hernán A. January 1977 (has links)
No description available.
4

Ultimate Strength of Beams with Reinforced Rectangualr Openings

Congdon, Judith Gloede 07 1900 (has links)
No description available.
5

Finite element method analysis of wide-flange beam with reinforced opening

Liou, Farn Shinn January 2010 (has links)
Digitized by Kansas Correctional Industries
6

Beams with web openings : ultimate load tests and design example

Kussman, Richard Lynn January 2011 (has links)
Digitized by Kansas Correctional Industries
7

Experimental and numerical analysis of stresses around unreinforced and reinforced web openings

Huang, James Chen-Ming January 2011 (has links)
Digitized by Kansas Correctional Industries
8

Numerical solutions for the grillage beam problem

Williams, Norman Thomas 12 1900 (has links)
No description available.
9

An analytical study of simple frames considering the secondary effect of bending due to axial loads

Hays, Clifford Oliver 08 1900 (has links)
No description available.
10

Lateral stability of rectangular beams

Bell, Leon Alexander January 1966 (has links)
This thesis presents a method for finding the lateral buckling load of a straight beam loaded perpendicular to its longitudinal axis with loads applied at any eccentricity. The beam can be restrained at any number of points along its length against deflections and rotations. The beam is divided into a number of segments and joints for which equations involving statics, elasticity, and continuity are written. The resulting group of nonlinear simultaneous equations is solved for several magnitudes of the loading pattern for which a buckling load is desired. A graph of the determinant of the structure matrix versus the load level yields the critical load. Included in the thesis is a complete listing of the computer program used in the solution technique. It was written for use on the IBM 7040 installation at the University of British Columbia. Included also are curves giving the lateral buckling stress of a beam simply supported at one end, and cantilevered over a flexible column at the other end, and whose top flange is laterally restrained. The beam carries a uniform load together with a concentrated load at the end of the cantilever. In addition, some data is included on the effect of tension flange bracing on the buckling load. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate

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