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More exact calculation of steel-reinforced wooden profiles; method for designing roof purlin reinforced along part of its length with two steel channels bolted to its sides is based on assumption that no mutual displacement between wood and steel can take place; formulas and diagrams are given enabling determination of forces acting in joints, bending moments, and deformations of purlins with 3 to 6 bolted sections.
More exact calculation of steel-reinforced wooden profiles; method for designing roof purlin reinforced along part of its length with two steel channels bolted to its sides is based on assumption that no mutual displacement between wood and steel can take place; formulas and diagrams are given enabling determination of forces acting in joints, bending moments, and deformations of purlins with 3 to 6 bolted sections.
Die genauere Berechnung der durch Stahl verstaerkten Holzquerschnitte
Die genauere Berechnung der durch Stahl verstaerkten Holzquerschnitte
Prehl, H. (Autor:in)
Bautechnik ; 43
1966
7 pages
Aufsatz (Zeitschrift)
Deutsch
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Konstruieren mit verstaerkten Hochpolymeren ; 3
UB Braunschweig | 1979