STRENGTH OF FABRICATED JOISTS WITH FLANGES OF MINIMALLY MACHINED WHOLE OR HALF STEMS OF LODGEPOLE PINE.

Peter Koch; Edwin J. Burke

STRENGTH OF FABRICATED JOISTS WITH FLANGES OF MINIMALLY MACHINED WHOLE OR HALF STEMS OF LODGEPOLE PINE.

Peter Koch
, Edwin J. Burke

W. A. Franke College of Forestry and Conservation

United States Department of Agriculture

Research output: Contribution to journal › Article › peer-review

1 Scopus citations

Abstract

Joists are fabricated from 2 in round or 3 in half-round flanges and plywood or flakeboard webs. These are tested for bending strength against Douglas fir and larch 2 by 10's and 2 by 12's and 9-1/2 in deep plywood web joists with laminated Douglas fir veneer flanges. The lodgepole joists are comparable in strength, deflection stiffness and weight.

Original language	English
Pages (from-to)	39-47
Number of pages	9
Journal	Forest Products Journal
Volume	35
Issue number	1
State	Published - Jan 1985

Cite this

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title = "STRENGTH OF FABRICATED JOISTS WITH FLANGES OF MINIMALLY MACHINED WHOLE OR HALF STEMS OF LODGEPOLE PINE.",

abstract = "Joists are fabricated from 2 in round or 3 in half-round flanges and plywood or flakeboard webs. These are tested for bending strength against Douglas fir and larch 2 by 10's and 2 by 12's and 9-1/2 in deep plywood web joists with laminated Douglas fir veneer flanges. The lodgepole joists are comparable in strength, deflection stiffness and weight.",

author = "Peter Koch and Burke, \{Edwin J.\}",

year = "1985",

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T1 - STRENGTH OF FABRICATED JOISTS WITH FLANGES OF MINIMALLY MACHINED WHOLE OR HALF STEMS OF LODGEPOLE PINE.

AU - Koch, Peter

AU - Burke, Edwin J.

PY - 1985/1

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N2 - Joists are fabricated from 2 in round or 3 in half-round flanges and plywood or flakeboard webs. These are tested for bending strength against Douglas fir and larch 2 by 10's and 2 by 12's and 9-1/2 in deep plywood web joists with laminated Douglas fir veneer flanges. The lodgepole joists are comparable in strength, deflection stiffness and weight.

AB - Joists are fabricated from 2 in round or 3 in half-round flanges and plywood or flakeboard webs. These are tested for bending strength against Douglas fir and larch 2 by 10's and 2 by 12's and 9-1/2 in deep plywood web joists with laminated Douglas fir veneer flanges. The lodgepole joists are comparable in strength, deflection stiffness and weight.

UR - https://www.scopus.com/pages/publications/0021858986

M3 - Article

AN - SCOPUS:0021858986

SN - 0015-7473

VL - 35

SP - 39

EP - 47

JO - Forest Products Journal

JF - Forest Products Journal

IS - 1

ER -

STRENGTH OF FABRICATED JOISTS WITH FLANGES OF MINIMALLY MACHINED WHOLE OR HALF STEMS OF LODGEPOLE PINE.

Abstract

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