{"id":10272,"date":"2023-10-28T21:04:34","date_gmt":"2023-10-28T21:04:34","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10272"},"modified":"2026-04-23T12:39:33","modified_gmt":"2026-04-23T12:39:33","slug":"slx-01-spacial-structure-with-elastic-supports","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/es\/knowledge-base\/slx-01-spacial-structure-with-elastic-supports\/","title":{"rendered":"SLX 01: spacial structure with elastic supports"},"content":{"rendered":"

Description<\/h2>\n

\"\"<\/p>\n

\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Material<\/th>\n<\/td>\nModulus of elasticity<\/td>\n\"E = 210 000 N/mm^2\"<\/td>\n<\/tr>\n
Poisson’s ratio<\/td>\n\"\nu= 0.3\"<\/td>\n<\/tr>\n
Geometry<\/th>\nCross-section<\/td>\nArea<\/td>\n\"A = 1 000 mm^2\"<\/td>\n<\/tr>\n
Moment of inertia<\/td>\n\"I = 1 000 000 mm^4\"<\/td>\n<\/tr>\n
Torsion constant<\/td>\n\"I_t = 2 000 000 mm^4\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nPoint A: \"R_x\", \"M_y\",\u00a0\"M_z\"<\/td>\n\"52.5kN/m\" and \"52.5kNm/rad\"<\/td>\n<\/tr>\n
Point A:\u00a0\"R_y\", \"R_z\",\u00a0\"M_x\"<\/td>\nFixed<\/td>\n<\/tr>\n
Point B:\u00a0\"R_z\", \"M_x\",\u00a0\"M_y\"<\/td>\n\"52.5kN/m\" and \"52.5kNm/rad\"<\/td>\n<\/tr>\n
Point B:\u00a0\"R_x\", \"R_y\",\u00a0\"M_z\"<\/td>\nFixed<\/td>\n<\/tr>\n
In point C<\/td>\nHinge<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nin point D<\/td>\n\"F = 10kN\"<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

Results<\/h2>\n

\"\"<\/p>\n

Deformation\u00a0\"\delta_y\" in Diamonds<\/strong><\/p>\n

\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
Location<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
A<\/td>\nBending moment \"M_y\"<\/td>\n8,438kNm<\/td>\n8,434kNm<\/td>\n-0.05%<\/td>\n<\/tr>\n
A<\/td>\nTorsional moment \"T_x\"<\/td>\n-1,562kNm<\/td>\n-1,565kNm<\/td>\n0,19%<\/td>\n<\/tr>\n
A<\/td>\nBending moment \"M_z\"<\/td>\n3,125kNm<\/td>\n3,131kNm<\/td>\n0,19%<\/td>\n<\/tr>\n
A<\/td>\nDeformation\u00a0\"\delta_x\"<\/td>\n0<\/td>\n0<\/td>\n0,00%<\/td>\n<\/tr>\n
A<\/td>\nDeformation\u00a0\"\delta_y\"<\/td>\n29,76mm<\/td>\n29,83mm<\/td>\n0,24%<\/td>\n<\/tr>\n
A<\/td>\nDeformation\u00a0\"\delta_z\"<\/td>\n0<\/td>\n\u00a00<\/td>\n0,00%<\/td>\n<\/tr>\n
A<\/td>\nAngular displacement \"\varphi_x\"<\/td>\n0<\/td>\n0<\/td>\n0,00%<\/td>\n<\/tr>\n
A<\/td>\nAngular displacement\u00a0\"\varphi_y\"<\/td>\n-0,05952 rad<\/td>\n-0,05964 rad<\/td>\n0,20%<\/td>\n<\/tr>\n
A<\/td>\nAngular displacement\u00a0\"\varphi_z\"<\/td>\n-0,16073 rad<\/td>\n-0,16066 rad<\/td>\n-0,04%<\/td>\n<\/tr>\n
E<\/td>\nDeformation\u00a0\"\delta_x\"<\/td>\n138,87mm<\/td>\n139,17mm<\/td>\n0,22%<\/td>\n<\/tr>\n
E<\/td>\nDeformation\u00a0\"\delta_y\"<\/td>\n-370,07mm<\/td>\n\u00a0-369,85mm<\/td>\n-0,06%<\/td>\n<\/tr>\n
E<\/td>\nDeformation\u00a0\"\delta_z\"<\/td>\n29,78mm<\/td>\n29,83mm<\/td>\n0,17%<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

References<\/h2>\n
\n
    \n
  • M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 04: structure spatiale sur appuis \u00e9lastiques<\/i>.<\/li>\n<\/ul>\n
      \n
    • Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n<\/div>\n","protected":false},"excerpt":{"rendered":"

      Description Results Deformation\u00a0 in Diamonds References M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 04: structure spatiale sur appuis \u00e9lastiques.<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1204],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/10272"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/comments?post=10272"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/10272\/revisions"}],"predecessor-version":[{"id":28980,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/10272\/revisions\/28980"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/media?parent=10272"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-category?post=10272"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-tag?post=10272"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}