{"id":10775,"date":"2023-11-11T08:53:05","date_gmt":"2023-11-11T08:53:05","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10775"},"modified":"2026-07-16T14:49:23","modified_gmt":"2026-07-16T14:49:23","slug":"sls-10-simply-supported-rectangular-plate-loaded-with-punctual-force-and-moments","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/sls-10-simply-supported-rectangular-plate-loaded-with-punctual-force-and-moments\/","title":{"rendered":"SLS 10: Simply supported rectangular plate loaded with punctual force and moments"},"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 = 0.001 N/mm^2\"<\/td>\n<\/tr>\n
Poisson’s ratio<\/td>\n\"\nu= 0.3\"<\/td>\n<\/tr>\n
Geometry<\/th>\nCross-section<\/td>\nThickness<\/td>\n\"e=1000 mm\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nIn points A, B & D<\/td>\n\"R_y\" fixed<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nIn points B & C<\/td>\n\"M_z=10Nm\"<\/td>\n<\/tr>\n
<\/td>\nIn points A & D<\/td>\n\"M_z=-10Nm\"<\/td>\n<\/tr>\n
<\/td>\nIn points A & B<\/td>\n\"M_x=20Nm\"<\/td>\n<\/tr>\n
<\/td>\nIn points D & C<\/td>\n\"M_x=-20Nm\"<\/td>\n<\/tr>\n
<\/td>\nIn point C<\/td>\n\"F=2N\"<\/td>\n<\/tr>\n
Mesh<\/th>\n<\/td>\nMaximum element size<\/td>\n\"1.00m\"<\/td>\n<\/tr>\n
<\/td>\nMinimum element size<\/td>\n\"0.00m\"<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

Results<\/h2>\n

\"\"<\/p>\n

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

\n\n\n\n\n
Point<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
C<\/td>\nDeformation \"\delta_y\"<\/td>\n-12.48m<\/td>\n-12.48m<\/td>\n-0.00%<\/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: SSLS 26: plaque rectangulaire sur appuis simples avec effort et moments ponctuels.<\/i><\/li>\n<\/ul>\n
      \n
    • Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n<\/div>\n","protected":false},"excerpt":{"rendered":"

      Description Results Deformation in Diamonds References M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLS 26: plaque rectangulaire sur appuis simples avec effort et moments ponctuels.<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1205],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10775"}],"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=10775"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10775\/revisions"}],"predecessor-version":[{"id":11437,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10775\/revisions\/11437"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=10775"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=10775"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=10775"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}