LOAD CAPACITY OF COLD-FORMED Z·SECTIONS
Abstract
Calculation of cold-formed Z-beams supported by sheeting according to the second-order theory has been presented. Theoretical results are confronted to test results for purlins under wind suction. The outlined method suits spatial model design of beams where the effect of residual stresses is reckoned with as fictitious inaccuracies.
How to Cite
Tomka, P. “LOAD CAPACITY OF COLD-FORMED Z·SECTIONS”, Periodica Polytechnica Civil Engineering, 29(3-4), pp. 199–208, 1985.
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Research Article