{"id":10628,"date":"2023-11-07T17:00:20","date_gmt":"2023-11-07T17:00:20","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=10628"},"modified":"2026-04-23T12:41:40","modified_gmt":"2026-04-23T12:41:40","slug":"slx-04-hyperstatic-porch-loaded-in-the-plane","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/slx-04-hyperstatic-porch-loaded-in-the-plane\/","title":{"rendered":"SLX 04: Hyperstatic porch loaded in the plane"},"content":{"rendered":"

Description<\/h2>\n

\"\"<\/p>\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>\nFor bars AB & DE<\/td>\n\"I = 500 000 000 mm^4\"<\/td>\n<\/tr>\n
For bars BC & CD<\/td>\n\"I = 250 000 000 mm^4\"<\/td>\n<\/tr>\n
Boundary conditions<\/td>\nIn points A & E<\/td>\nSimple supports<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\nIn point B<\/td>\n\"F = 10kN\"
\n\"M = 100kNm\"<\/td>\n<\/tr>\n
<\/td>\nIn point C<\/td>\n\"F = 20kN\"<\/td>\n<\/tr>\n
<\/td>\nOn bar BC<\/td>\n\"q = 3kN/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
Location<\/th>\nWhich result<\/th>\nIndependent reference<\/th>\nDiamonds<\/th>\nDifference<\/th>\n<\/tr>\n
A<\/td>\nVertical reaction \"R_y\"<\/td>\n33,233kN<\/td>\n33,233kN<\/td>\n0.00%<\/td>\n<\/tr>\n
A<\/td>\nHorizontal reaction \"R_x\"<\/td>\n20,610kN<\/td>\n20,606kN<\/td>\n-0,02%<\/td>\n<\/tr>\n
C<\/td>\nDeformation \"\delta_y\"<\/td>\n31,606mm<\/td>\n32,978mm<\/td>\n4,34%<\/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 14: <\/i>portique plan articul\u00e9 en pied<\/span><\/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 Deformation in Diamonds References M\u00e9caniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SSLL 14: portique plan articul\u00e9 en pied<\/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\/10628"}],"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=10628"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10628\/revisions"}],"predecessor-version":[{"id":11377,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/10628\/revisions\/11377"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=10628"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=10628"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=10628"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}