{"id":11498,"date":"2023-12-05T16:08:51","date_gmt":"2023-12-05T16:08:51","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=11498"},"modified":"2025-02-05T14:51:25","modified_gmt":"2025-02-05T14:51:25","slug":"dc-ec-01-shear-reinforcement-in-beam","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/es\/knowledge-base\/dc-ec-01-shear-reinforcement-in-beam\/","title":{"rendered":"DC EC 01: shear reinforcement in beam"},"content":{"rendered":"

Description<\/h2>\n

\"\"<\/p>\n

\n\n\n\n\n\n\n\n\n\n\n
Geometry<\/th>\nCross-section:<\/td>\n\"b=200mm\"
\n\"h=400mm\"<\/td>\n<\/tr>\n
Material:<\/td>\nC25\/30<\/td>\n<\/tr>\n
Concrete cover:<\/td>\n\"c=40mm\"<\/td>\n<\/tr>\n
Load<\/th>\nSelf-weight:
\nDead loads:<\/td>\n		neglected
\n\"P=30\text{kN}\" at end of span<\/td>\n<\/tr>\n
Internal forces<\/th>\n<\/td>\n\"V_{Ed.ULS}=40.5\text{kN}\"<\/td>\n<\/tr>\n
Standard<\/th>\n<\/td>\nEN 1992-1-1 [- -]<\/td>\n<\/tr>\n
Reinforcement<\/th>\nAt begin point<\/td>\n\"A_{s1}=1304mm²\"<\/a><\/td>\n<\/tr>\n
At end point<\/td>\n\"A_{s1}=107mm²\"<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

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

EN 1992-1-1 [–] allows the shear reinforcement to be calculated using the variable strut inclination method. In this method, you can choose <\/span><\/p>\n