{"id":10204,"date":"2023-10-27T15:11:42","date_gmt":"2023-10-27T15:11:42","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10204"},"modified":"2026-04-23T12:41:04","modified_gmt":"2026-04-23T12:41:04","slug":"slx-03-framework-of-articulated-bars-under-concentrated-load","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/slx-03-framework-of-articulated-bars-under-concentrated-load\/","title":{"rendered":"SLX 03: framework of articulated bars under concentrated load"},"content":{"rendered":"

Description<\/h2>\n

\"\"

\n\n\n\n\n\n\n\n\n
Material<\/th>\n<\/td>\nModulus of elasticity<\/td>\n\"E = 196 200 N/mm^2\"<\/td>\n<\/tr>\n
Geometry<\/th>\nCross-section<\/td>\nBars AC and CB: area<\/td>\n\"A = 200 mm^2\"<\/td>\n<\/tr>\n
Bars CD and BD: area<\/td>\n\"A = 100 mm^2\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nIn points A and B<\/td>\nSimple supports<\/td>\n<\/tr>\n
Bars CB and CD<\/td>\nHinges at both ends<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\n<\/td>\n\"F = 9.81 \text{kN}\"<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

Results<\/h2>\n

\"\"<\/p>\n

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

<\/div>\n\n\n\n\n\n\n\n
Point<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
C<\/td>\nHorizontal formation \"\delta_x\"<\/td>\n0,26517mm<\/td>\n0,26516mm<\/td>\n0,00%<\/td>\n<\/tr>\n
C<\/td>\nVertical formation \"\delta_y\"<\/td>\n0,08839mm<\/td>\n0,08839mm<\/td>\n0,00%<\/td>\n<\/tr>\n
D<\/td>\nHorizontal formation \"\delta_x\"<\/td>\n3,47902mm<\/td>\n3,47902mm<\/td>\n0,00%<\/td>\n<\/tr>\n
D<\/td>\nVertical formation \"\delta_y\"<\/td>\n5,60084mm<\/td>\n5,60034mm<\/td>\n0,01%<\/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: SS<\/i>LL 11: treillis de barres articul\u00e9es sous une charge ponctuelle.<\/em><\/li>\n<\/ul>\n
      \n
    • Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n<\/div>\n","protected":false},"excerpt":{"rendered":"

      Description References M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 11: treillis de barres articul\u00e9es sous une charge ponctuelle.<\/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\/fr\/wp-json\/wp\/v2\/ht-kb\/10204"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=10204"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10204\/revisions"}],"predecessor-version":[{"id":28981,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10204\/revisions\/28981"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=10204"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=10204"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=10204"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}