{"id":10157,"date":"2023-10-26T20:28:04","date_gmt":"2023-10-26T20:28:04","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10157"},"modified":"2024-12-17T15:06:05","modified_gmt":"2024-12-17T15:06:05","slug":"sll-01","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/sll-01\/","title":{"rendered":"SLL 01: fixed beam with various loads"},"content":{"rendered":"

Description<\/h2>\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 =17 000 mm^4\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nPoint A, B<\/td>\nFixed<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nIn point E<\/td>\n\"F = 20 kN\"<\/td>\n<\/tr>\n
<\/td>\nIn point D<\/td>\n\"F_1 =30 kN\"<\/td>\n<\/tr>\n
<\/td>\nIn point E<\/td>\n\"F_2 =10 kN\"<\/td>\n<\/tr>\n
<\/td>\nIn point D<\/td>\n\"C = 3 kNm\"<\/td>\n<\/tr>\n
<\/td>\nOn the entire beam<\/td>\n\"p = 24 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\n\n\n
Point<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
A<\/td>\nHorizontal reaction \"R_x\"<\/td>\n-24,0kN<\/td>\n-24,0kN<\/td>\n0,00%<\/td>\n<\/tr>\n
G<\/td>\nShear force \"V_z\"<\/td>\n -0,54kN<\/td>\n-0,54kN<\/td>\n0,00%<\/td>\n<\/tr>\n
G<\/td>\nBending moment \"M_z\"<\/td>\n2,8kNm<\/td>\n2,8kNm<\/td>\n0,00%<\/td>\n<\/tr>\n
G<\/td>\nDeformation \"\delta_y\"<\/td>\n49mm<\/td>\n 49,02mm<\/td>\n 0,04%<\/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 01: poutre \u00e9lanc\u00e9e sur 2 appuis encastr\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 01: poutre \u00e9lanc\u00e9e sur 2 appuis encastr\u00e9s.<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1204],"ht-kb-tag":[1211,447],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10157"}],"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=10157"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10157\/revisions"}],"predecessor-version":[{"id":11359,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10157\/revisions\/11359"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=10157"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=10157"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=10157"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}