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Creator:: Ericksen, Wilhelm S. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board. Information reviewed and reaffirmed 1960. Revised June 1953.
Resource Type:: Technical Report
Full Text:: Wisconsin THE BENDING OF A CIRCULAR SANDWICH 1 2PANEL UNDER NORMAL LOAD— By WILHELM S ERICKSEN

Creator:: Ramos, Agustin N., Jr. and Forest Products Laboratory (U.S.)
Abstract:: A method is described to determine the distribution of the bending stresses in a wood beam when some of these stresses exceed the proportional limit. This is used to calculate the position of the neutral axis and the bending strength of some Douglas-fir beams. The calculated values agreed with the...
Resource Type:: Technical Report
Full Text:: determine the distribution of the bending stresses in a wood beam when some of these stresses exceed the

Creator:: Forest Products Laboratory (U.S.) and Ramos, Agustin N., Jr.
Resource Type:: Technical Report
Full Text:: determine the distribution of the bending stresses in a wood beam when some of these stresses exceed the

Creator:: Forest Products Laboratory (U.S.) and Peck, Edward C. (Edward Coit), 1894-
Abstract:: Revised July 1955.
Resource Type:: Technical Report
Full Text:: LABORATORY L Madison 5, W sc o n sin in Cooperation with the University of Wisconsin BENDING SOLID WOOD

Creator:: Smith, C. B., Heebink, T. B. (Thomas Bruce), 1914-, Norris, Charles, B. (Charles Brazer), 1894-, and Forest Products Laboratory (U.S.)
Abstract:: Information reviewed and reaffirmed March 1956 and 1962. Original report published 1946.
Resource Type:: Technical Report
Full Text:: This report presents a mathematical analysis of the effective stiffness of a stiffener attached to a

Creator:: Lewis, Wayne C., 1914- and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Sandwich Construction of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed 1962. Original report issued December 1956.
Resource Type:: Technical Report
Full Text:: veri- fication of the mathematical derivations presented in Report 1847. Panels 20 by 20 and 20 by 30

Creator:: Forest Products Laboratory (U.S.) and Raville, Milton E.
Abstract:: This report is one of a series issued in cooperation with the ANC-23 Panel on Sandwich Construction of the Departments of the Air Force, Navy, and Commerce. Information reviewed and reaffirmed September 1962. Original report dated December 1955.
Resource Type:: Technical Report
Full Text:: lower facing bending moments and twisting moment per unit length of upper facing bending moments and

Creator:: Raville, Milton E. and Forest Products Laboratory (U.S.)
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board.
Resource Type:: Technical Report
Full Text:: thickness. This requires that the bending moment and the transverse shear in the individual facings be

Creator:: Forest Products Laboratory (U.S.) and Raville, Milton E.
Abstract:: This report is one of a series issued in cooperation with Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board
Resource Type:: Technical Report
Full Text:: orthotropic core of a relatively weak material. The facings are assumed to be so thin that bending and shear

Creator:: Forest Products Laboratory (U.S.), Heebink, Bruce G., Kuenzi, Edward W., and Ericksen, Wilhelm S.
Abstract:: This report is one of a series issued in cooperation with the Air Force-Navy-Civil Subcommittee on Aircraft Design Criteria under the supervision of the Aircraft Committee of the Munitions Board.
Resource Type:: Technical Report
Full Text:: flexure tests. As an example, let it be assumed that the design of a flat sandwich panel loaded in bending

ScholarsArchive@OSU