A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Yield load of thin beams; influence of shear and transverse normal stresses on carrying capacity of beams; problem solution is developed for case of thin rectangular beams by assuming Tresca yield criterion in hypothesis of plane stress distribution; carrying capacity of simply supported beam subjected to concentrated load at its mid-point or uniform distributed load is determined.
Yield load of thin beams; influence of shear and transverse normal stresses on carrying capacity of beams; problem solution is developed for case of thin rectangular beams by assuming Tresca yield criterion in hypothesis of plane stress distribution; carrying capacity of simply supported beam subjected to concentrated load at its mid-point or uniform distributed load is determined.
Stati limiti nelle lastre-travi
Stati limiti nelle lastre-travi
Capurso, M. (author)
1967
17 pages
Article (Journal)
Italian
© Metadata Copyright Elsevier B. V. All rights reserved.
Intereccio di travi rettilinee nelle costruzioni aeronautiche
| UB Braunschweig | 1953
Contributo allo studio delle deformazioni nelle travi reticolari
| Engineering Index Backfile | 1934
Le travi di uniforme resistenza a flessione nelle strutture aeronautiche
| UB Braunschweig | 1954
Sulle linee d'influenza dei momenti sugli appoggi nelle travi continue
| Engineering Index Backfile | 1947