{"id":14251,"date":"2025-02-11T10:06:49","date_gmt":"2025-02-11T10:06:49","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=14251"},"modified":"2025-06-06T09:18:06","modified_gmt":"2025-06-06T09:18:06","slug":"dc-ec-12-longitudinal-reinforcement-in-beam-under-pure-bending-uls-fi-design","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/dc-ec-12-longitudinal-reinforcement-in-beam-under-pure-bending-uls-fi-design\/","title":{"rendered":"DC EC 12: longitudinal reinforcement in beam under pure bending (ULS FI design)"},"content":{"rendered":"

Description<\/h2>\n

\"\"
\n

\n\n\n\n\n\n\n\n\n
Geometry<\/th>\nCross-section:<\/td>\n\"b=150\text{mm}\"
\n\"h=350\text{mm}\"<\/td>\n<\/tr>\n
Material:<\/td>\nC35\/40
\nany SLS checks in this material have been turned off<\/td>\n<\/tr>\n
Concrete cover:<\/td>\n\"c=40\text{mm}\"<\/td>\n<\/tr>\n
Internal forces<\/th>\n<\/td>\n\"M_{Ed.ULS FI}=60\text{kNm}\"
\nULS FC is neglected<\/td>\n<\/tr>\n
Fire conditions<\/th>\n<\/td>\n75min of ISO 834 fire<\/td>\n<\/tr>\n
Standard<\/th>\n<\/td>\nEN 1992-1-2 [- -]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

Independent reference results<\/h2>\n
<\/span>Open handcalculations<\/div>
\n

Thermal results<\/h4>\n

The procedure to perform a fire design can be found here<\/a>. This article supposes you know the workflow.
\nFrom the thermal analysis \"\" , we can reduct the following results:<\/p>\n