{"id":13039,"date":"2024-07-04T13:17:23","date_gmt":"2024-07-04T13:17:23","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&p=13039"},"modified":"2024-12-16T16:07:38","modified_gmt":"2024-12-16T16:07:38","slug":"dc-ec-04-cracked-deformation-in-beam-under-pure-bending-sls-design","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/dc-ec-04-cracked-deformation-in-beam-under-pure-bending-sls-design\/","title":{"rendered":"DC EC 04: cracked deformation in beam under pure bending (SLS design)"},"content":{"rendered":"

Description
\n\"\"<\/h2>\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
\n\"E_c=31475\text{MPa}\"
\n\"E_s=200000\text{MPa}\"<\/td>\n<\/tr>\n
Concrete cover:<\/td>\n\"c=40mm\"<\/td>\n<\/tr>\n
Practical reinforcement:<\/td>\n\"A_{s1}=798mm^2\" divided over 2 bars
\n\"A_{s2}=107mm^2\" divided over 2 bars<\/td>\n<\/tr>\n
Creep factor:<\/td>\n\"\phi=2\"<\/td>\n<\/tr>\n
Loads<\/th>\n<\/td>\n\"q_{Ed.SLS.RC}=37\text{kN/m}\"
\n\"M_{Ed.SLS.RC}=74\text{kNm}\"
\n\"M_{Ed.SLS.QP}=60\text{kNm}\"<\/td>\n<\/tr>\n
Standard<\/th>\n<\/td>\nEN 1992-1-1 [- -]<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n

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