{"id":10149,"date":"2023-10-26T15:25:56","date_gmt":"2023-10-26T15:25:56","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10149"},"modified":"2024-12-17T15:05:42","modified_gmt":"2024-12-17T15:05:42","slug":"sll-02","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/sll-02\/","title":{"rendered":"SLL 02: shear deformation in simply supported beam"},"content":{"rendered":"

Description<\/h2>\n

\"\" \"\"<\/p>\n

\n\n\n\n\n\n\n\n\n
Material<\/th>\n<\/td>\nModulus of elasticity<\/td>\n\"E = 200 000 N/mm^2\"<\/td>\n<\/tr>\n
<\/td>\nPoisson’s ratio<\/td>\n\"\nu= 0.3\"<\/td>\n<\/tr>\n
Geometry<\/th>\nCross-section<\/td>\nArea<\/td>\n\"A = 3 100 mm^2\"<\/td>\n<\/tr>\n
<\/td>\nMoment of inertia<\/td>\n\"I = 28 100 000 mm^4\"<\/td>\n<\/tr>\n
<\/td>\nFactor for shear<\/td>\n\"\lambda = 2.42\"<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nOn the entire beam<\/td>\n\"p = 100 kN/m\"<\/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-1,25926mm<\/td>\n-1,24673mm<\/td>\n-1,00%<\/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: SSLL 02: poutre courte sur 2 appuis articul\u00e9s<\/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: SSLL 02: poutre courte sur 2 appuis articul\u00e9s.<\/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\/nl\/wp-json\/wp\/v2\/ht-kb\/10149"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/comments?post=10149"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10149\/revisions"}],"predecessor-version":[{"id":11360,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10149\/revisions\/11360"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=10149"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=10149"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=10149"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}