Russian Federation
GRNTI 67.11 Строительные конструкции
BBK 304 Конструкции
TBK 5414 Строительные конструкции
Priveden analiticheskiy raschet deformacii arochnoy fermy, imeyuschey dve opory, odna iz kotoryh nepodvizhna, drugaya – podvizhna. Ferma ravnomerno nagruzhena po verhnemu poyasu. Dlya opredeleniya usiliy v sterzhnyah metodom vyrezaniya uzlov ispol'zovalas' sistema komp'yuternoy matematiki Maple. S pomosch'yu metoda indukcii bylo polucheno reshenie v simvol'noy forme dlya proizvol'nyh chisla paneley, geometricheskih harakteristik fermy, zhestkosti poyasov i nagruzki. Teoreticheskoy osnovoy dlya rascheta progiba yavlyaetsya formula Maksvella- Mora.
Ferma, progib, deformaciya, indukciya, Maple, formula.
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