{"id":10624,"date":"2023-11-07T16:31:31","date_gmt":"2023-11-07T16:31:31","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10624"},"modified":"2024-12-17T15:04:37","modified_gmt":"2024-12-17T15:04:37","slug":"sll-07","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/es\/knowledge-base\/sll-07\/","title":{"rendered":"SLL 07: Beam on elastic foundation, simply supported ends"},"content":{"rendered":"

Description<\/h2>\n

\"\"<\/p>\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
Geometry<\/th>\nCross-section<\/td>\nMoment of inertia<\/td>\n\"I=100 000 000 mm^4\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nIn points A & C<\/td>\n\"R_y\" fixed<\/td>\n<\/tr>\n
<\/td>\nSubgrade<\/td>\n\"k=840 \text{kN/m/m}\"<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nIn points A & C<\/td>\n\"M=15 \text{kN/m}\"<\/td>\n<\/tr>\n
<\/th>\nIn point B<\/td>\n\"F=10 \text{kN}\"<\/td>\n<\/tr>\n
<\/td>\nOn the entire beam<\/td>\n\"p=5 \text{kN/m}\"<\/td>\n<\/tr>\n
Mesh<\/th>\n<\/td>\nNumber of divisions<\/td>\n20<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

Results<\/h2>\n

\"\"<\/p>\n

Bending moment \"M_y\" in Diamonds<\/strong><\/p>\n

\n\n\n\n\n\n\n\n
Point<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
A<\/td>\nAngular rotation \"\varphi_z\"<\/td>\n0.003045rad<\/td>\n0.003045rad<\/td>\n0,00%<\/td>\n<\/tr>\n
A<\/td>\nReaction \"R_y\"<\/td>\n11,674kN<\/td>\n11.678kN<\/td>\n0,03%<\/td>\n<\/tr>\n
B<\/td>\nDeformation \"\delta_y\"<\/td>\n-4,23326mm<\/td>\n-4.23273mm<\/td>\n-0,01%<\/td>\n<\/tr>\n
B<\/td>\nBending moment \"M_y\"<\/td>\n33,840kNm<\/td>\n33,835kNm<\/td>\n-0,01%<\/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: SSLL 16: <\/i>poutre sur sol \u00e9lastique, extr\u00e9mit\u00e9s articul\u00e9es<\/span><\/span><\/em><\/li>\n<\/ul>\n
      \n
    • Tested in Diamonds 2026.<\/li>\n<\/ul>\n\n<\/div>\n","protected":false},"excerpt":{"rendered":"

      Description Results Bending moment in Diamonds References M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 16: poutre sur sol \u00e9lastique, extr\u00e9mit\u00e9s articul\u00e9es<\/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\/10624"}],"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=10624"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/10624\/revisions"}],"predecessor-version":[{"id":14121,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/10624\/revisions\/14121"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/media?parent=10624"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-category?post=10624"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-tag?post=10624"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}