{"id":13752,"date":"2024-10-21T10:13:18","date_gmt":"2024-10-21T10:13:18","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=13752"},"modified":"2025-02-05T14:51:28","modified_gmt":"2025-02-05T14:51:28","slug":"dc-ec-09-shear-reinforcement-under-45-in-beam","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/es\/knowledge-base\/dc-ec-09-shear-reinforcement-under-45-in-beam\/","title":{"rendered":"DC EC 09: shear reinforcement (under 45\u00b0) in beam"},"content":{"rendered":"

Description<\/h2>\n

\"\"<\/p>\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=280 \text{kN}\"<\/td>\n<\/tr>\n
Internal forces<\/th>\n<\/td>\n\"V_{Ed.ULS}=330.7\text{kN}\"<\/td>\n<\/tr>\n
Standard<\/th>\n<\/td>\nEN 1992-1-1 [- -]<\/td>\n<\/tr>\n
Reinforcement<\/th>\n<\/td>\n\"A_{s1}=1327mm²\" from Diamonds model<\/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