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Experimental and theoretical investigations on bearing capacity of biaxial eccentrically compressed steel trusses
Attempt made to determine more accurately phenomena occurring in compression and to find design formula which takes these conditions into consideration; on hand of boundary load tests it is shown that dimensioning rules in force up to now (DIN 4114) offer not insignificantly greater safety for biaxially eccentrically compressed truss than for uniaxially one. (See also - n 2 Feb 1962 p 33-47, n 3 Mar 1962 p 78-87)
Experimental and theoretical investigations on bearing capacity of biaxial eccentrically compressed steel trusses
Attempt made to determine more accurately phenomena occurring in compression and to find design formula which takes these conditions into consideration; on hand of boundary load tests it is shown that dimensioning rules in force up to now (DIN 4114) offer not insignificantly greater safety for biaxially eccentrically compressed truss than for uniaxially one. (See also - n 2 Feb 1962 p 33-47, n 3 Mar 1962 p 78-87)
Experimental and theoretical investigations on bearing capacity of biaxial eccentrically compressed steel trusses
Experimentelle und theoretische Untersuchungen ueber die Traglast von zweiachsig aussermittig gedrueckten Stahlstaeben
Kloeppel, K. (author) / Winkelmann, E. (author)
Stahlbau ; 31
1962
11 pages
Article (Journal)
German
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