![FEAnalyst]({"thumbnails":[{"url":"https://i.ytimg.com/vi/-ND6syxc8ow/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLD7WS7ZcWSqfS5tMjdtEbaQnBUgZg","width":168,"height":94},{"url":"https://i.ytimg.com/vi/-ND6syxc8ow/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLDRgY1ypK3q-sOfgzMirsT2nMMp2g","width":196,"height":110},{"url":"https://i.ytimg.com/vi/-ND6syxc8ow/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLARxcnkVdqHg2O4mLTTjHVHtb2y7g","width":246,"height":138},{"url":"https://i.ytimg.com/vi/-ND6syxc8ow/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLAcvmtLZJBt38TROwbY7uFsJzaNeQ","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/-ND6syxc8ow/maxresdefault.webp","width":1920,"height":1080}]})
Transcripts of FEAnalyst - 17 Videos
17 videos•86.6K views•21.9K words•Avg 5.1K views per video•Avg 1.3K words per transcript•Avg 11 words per title
![PrePoMax (CalculiX FEA) - Tutorial 15 - Shell-to-solid connection]({"thumbnails":[{"url":"https://i.ytimg.com/vi/Kc9Ln8zn3PE/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLAD5l8tSFnH8H3tkY-GUALUL61YWg","width":168,"height":94},{"url":"https://i.ytimg.com/vi/Kc9Ln8zn3PE/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLANh8OvOF7x0lYXj3PksXi3xP6Kug","width":196,"height":110},{"url":"https://i.ytimg.com/vi/Kc9Ln8zn3PE/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLDBFaeFgbcAOHRaWGlZIV1yvPsDsQ","width":246,"height":138},{"url":"https://i.ytimg.com/vi/Kc9Ln8zn3PE/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLC5O-4nnfp5iClka1xML4qOiUDEVA","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/Kc9Ln8zn3PE/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 16 - Plane stress analysis of a U-shaped member]({"thumbnails":[{"url":"https://i.ytimg.com/vi/Y0Fass1_iuo/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLBAzK-b5_eareCwekjDEIaCGRgidw","width":168,"height":94},{"url":"https://i.ytimg.com/vi/Y0Fass1_iuo/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLCP5mg2-qPBvm5RaT6B8iLbbPUqCQ","width":196,"height":110},{"url":"https://i.ytimg.com/vi/Y0Fass1_iuo/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLDIz1cDasMKrNhqlgGr70MeOoxOMQ","width":246,"height":138},{"url":"https://i.ytimg.com/vi/Y0Fass1_iuo/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLBkSw5z8-YUWNsvw07Ir47NbtNc0A","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/Y0Fass1_iuo/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 17 - Plane strain analysis of a composite pipe]({"thumbnails":[{"url":"https://i.ytimg.com/vi/ngwgyuYuHPg/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLBVEOHGh9oZSLivdLdLHSEqmfkb8w","width":168,"height":94},{"url":"https://i.ytimg.com/vi/ngwgyuYuHPg/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLDBFFbyVxHVxVVpUjQBdWYdhQtftg","width":196,"height":110},{"url":"https://i.ytimg.com/vi/ngwgyuYuHPg/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLAeHmHIF7jMGA5o_3ut_I_flhdsPg","width":246,"height":138},{"url":"https://i.ytimg.com/vi/ngwgyuYuHPg/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLC4kgImBAITFmHb4dKvKyGpUN8Jhw","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/ngwgyuYuHPg/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 19 - Beam on elastic foundation]({"thumbnails":[{"url":"https://i.ytimg.com/vi/ZB49UD6xElo/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLAkSxncKQ_yWbymIAHT3lE0AeaIfg","width":168,"height":94},{"url":"https://i.ytimg.com/vi/ZB49UD6xElo/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLCRsHDg7KR3PGPmpYtK7o26cFD48w","width":196,"height":110},{"url":"https://i.ytimg.com/vi/ZB49UD6xElo/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLDcF2dGs1NVhFh5Gk5EQjiaQPFYRQ","width":246,"height":138},{"url":"https://i.ytimg.com/vi/ZB49UD6xElo/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLCrdFKzNM_tr0DIgbCLVxf1av_U6w","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/ZB49UD6xElo/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 20 - Hex mesh from Gmsh]({"thumbnails":[{"url":"https://i.ytimg.com/vi/f0bnLlQETgI/hqdefault.jpg?sqp=-oaymwEoCKgBEF5IWvKriqkDGwgBFQAAiEIYAdgBAeIBDAgeEAIYBiABOAFAAQ==&rs=AOn4CLCmOH_57yc2Bw1VJ71zRG-tkb83Sw","width":168,"height":94},{"url":"https://i.ytimg.com/vi/f0bnLlQETgI/hqdefault.jpg?sqp=-oaymwEoCMQBEG5IWvKriqkDGwgBFQAAiEIYAdgBAeIBDAgeEAIYBiABOAFAAQ==&rs=AOn4CLC1nQuIBj5RBpDd1WlqIxY5ATUFbQ","width":196,"height":110},{"url":"https://i.ytimg.com/vi/f0bnLlQETgI/hqdefault.jpg?sqp=-oaymwEpCPYBEIoBSFryq4qpAxsIARUAAIhCGAHYAQHiAQwIHhACGAYgATgBQAE=&rs=AOn4CLBDlZyOzwsoCWMCAM3pacdhBzEKwA","width":246,"height":138},{"url":"https://i.ytimg.com/vi/f0bnLlQETgI/hqdefault.jpg?sqp=-oaymwEpCNACELwBSFryq4qpAxsIARUAAIhCGAHYAQHiAQwIHhACGAYgATgBQAE=&rs=AOn4CLDGSlXeUD9CIVyl_saKF0snvbRJKA","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/f0bnLlQETgI/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 1 - Basics, bending of a beam]({"thumbnails":[{"url":"https://i.ytimg.com/vi/XMNVtqrb3is/hqdefault.jpg?sqp=-oaymwE1CKgBEF5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AHUBoAC4AOKAgwIABABGH8gEygdMA8=&rs=AOn4CLCKxwuJK0N2VfvFiLX_T_neC1dgUg","width":168,"height":94},{"url":"https://i.ytimg.com/vi/XMNVtqrb3is/hqdefault.jpg?sqp=-oaymwE1CMQBEG5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AHUBoAC4AOKAgwIABABGH8gEygdMA8=&rs=AOn4CLDqy-qRZCcej4xh__C34FFd9GdISA","width":196,"height":110},{"url":"https://i.ytimg.com/vi/XMNVtqrb3is/hqdefault.jpg?sqp=-oaymwE2CPYBEIoBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB1AaAAuADigIMCAAQARh_IBMoHTAP&rs=AOn4CLD5IMp5Tjz4mpKSYbFjX_HE_IR53A","width":246,"height":138},{"url":"https://i.ytimg.com/vi/XMNVtqrb3is/hqdefault.jpg?sqp=-oaymwE2CNACELwBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB1AaAAuADigIMCAAQARh_IBMoHTAP&rs=AOn4CLCjBoE38_DtzjLWgkzi8bemgJBNkA","width":336,"height":188},{"url":"https://i.ytimg.com/vi/XMNVtqrb3is/maxresdefault.jpg?sqp=-oaymwEmCIAKENAF8quKqQMa8AEB-AHUBoAC4AOKAgwIABABGH8gEygdMA8=&rs=AOn4CLCN9yo0Ke4R1Xd7XL4a6Y38EOkvyA","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 2 - Torsion of an elliptical bar]({"thumbnails":[{"url":"https://i.ytimg.com/vi/2upPxL45OZg/hqdefault.jpg?sqp=-oaymwE1CKgBEF5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AHUBoAC4AOKAgwIABABGH8gEygXMA8=&rs=AOn4CLDRlf8WbpccKvxrrBK9TTUs3QxjAg","width":168,"height":94},{"url":"https://i.ytimg.com/vi/2upPxL45OZg/hqdefault.jpg?sqp=-oaymwE1CMQBEG5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AHUBoAC4AOKAgwIABABGH8gEygXMA8=&rs=AOn4CLBvjmaXJibgYU_spvB8eVzzaNPnJA","width":196,"height":110},{"url":"https://i.ytimg.com/vi/2upPxL45OZg/hqdefault.jpg?sqp=-oaymwE2CPYBEIoBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB1AaAAuADigIMCAAQARh_IBMoFzAP&rs=AOn4CLDlL1OPtLV8eNWevINqDof8ThXoDQ","width":246,"height":138},{"url":"https://i.ytimg.com/vi/2upPxL45OZg/hqdefault.jpg?sqp=-oaymwE2CNACELwBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB1AaAAuADigIMCAAQARh_IBMoFzAP&rs=AOn4CLAFQTn9MM2qkxF3Wx-znd_s0rlSYw","width":336,"height":188},{"url":"https://i.ytimg.com/vi/2upPxL45OZg/maxresdefault.jpg?sqp=-oaymwEmCIAKENAF8quKqQMa8AEB-AHUBoAC4AOKAgwIABABGH8gEygXMA8=&rs=AOn4CLCCbWleB8XZunBQHgm0_EHhqjCOwA","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 3 - Modal analysis of a beam]({"thumbnails":[{"url":"https://i.ytimg.com/vi/9Zsw_1kxYEg/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLArfUmS44qpwqYgohncdE1TL--m2Q","width":168,"height":94},{"url":"https://i.ytimg.com/vi/9Zsw_1kxYEg/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLCF1vgPqXA5jb3UvPGi_rpzWTnrpw","width":196,"height":110},{"url":"https://i.ytimg.com/vi/9Zsw_1kxYEg/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLDLRzGfEmfAZlKfBAz05ceHaHfC1g","width":246,"height":138},{"url":"https://i.ytimg.com/vi/9Zsw_1kxYEg/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLDBqe_9BAPwOHMP7TXcrM3AOtvHCg","width":336,"height":188},{"url":"https://i.ytimg.com/vi/9Zsw_1kxYEg/maxresdefault.jpg","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 4 - Buckling of a beam]({"thumbnails":[{"url":"https://i.ytimg.com/vi/cAe3zpkCVRc/hqdefault.jpg?sqp=-oaymwE1CKgBEF5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AHUBoAC4AOKAgwIABABGBsgFCh_MA8=&rs=AOn4CLBA3vrJyLntK8Oahugju66bO4CvyQ","width":168,"height":94},{"url":"https://i.ytimg.com/vi/cAe3zpkCVRc/hqdefault.jpg?sqp=-oaymwE1CMQBEG5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AHUBoAC4AOKAgwIABABGBsgFCh_MA8=&rs=AOn4CLAQuQiGJZ15GpNiU7rPB2svSQGYXw","width":196,"height":110},{"url":"https://i.ytimg.com/vi/cAe3zpkCVRc/hqdefault.jpg?sqp=-oaymwE2CPYBEIoBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB1AaAAuADigIMCAAQARgbIBQofzAP&rs=AOn4CLAK6MfqgggjJJyyYKkFgiR-3d6EiA","width":246,"height":138},{"url":"https://i.ytimg.com/vi/cAe3zpkCVRc/hqdefault.jpg?sqp=-oaymwE2CNACELwBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB1AaAAuADigIMCAAQARgbIBQofzAP&rs=AOn4CLAWgHmz4WGV0RnQQ6Lbtkz_WhKsYA","width":336,"height":188},{"url":"https://i.ytimg.com/vi/cAe3zpkCVRc/maxresdefault.jpg?sqp=-oaymwEmCIAKENAF8quKqQMa8AEB-AHUBoAC4AOKAgwIABABGBsgFCh_MA8=&rs=AOn4CLBOuU2kKZwByPV6Vp_B08wZVymqsw","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 5 - Thin-walled pressure vessel]({"thumbnails":[{"url":"https://i.ytimg.com/vi/9ljTZWjbboc/hqdefault.jpg?sqp=-oaymwEoCKgBEF5IWvKriqkDGwgBFQAAiEIYAdgBAeIBDAgcEAIYBiABOAFAAQ==&rs=AOn4CLC_p_8jemDZGseRD-UMbQUL0DcFqQ","width":168,"height":94},{"url":"https://i.ytimg.com/vi/9ljTZWjbboc/hqdefault.jpg?sqp=-oaymwEoCMQBEG5IWvKriqkDGwgBFQAAiEIYAdgBAeIBDAgcEAIYBiABOAFAAQ==&rs=AOn4CLCArqtjwBqc8nYwzjhHUb00-dMHnw","width":196,"height":110},{"url":"https://i.ytimg.com/vi/9ljTZWjbboc/hqdefault.jpg?sqp=-oaymwEpCPYBEIoBSFryq4qpAxsIARUAAIhCGAHYAQHiAQwIHBACGAYgATgBQAE=&rs=AOn4CLCJvSngnCDlg5xa94wYWfaO65Ctag","width":246,"height":138},{"url":"https://i.ytimg.com/vi/9ljTZWjbboc/hqdefault.jpg?sqp=-oaymwEpCNACELwBSFryq4qpAxsIARUAAIhCGAHYAQHiAQwIHBACGAYgATgBQAE=&rs=AOn4CLA30sES_GCm_8pF37dl3G2DuzRi4g","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/9ljTZWjbboc/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 7 - Gravity load]({"thumbnails":[{"url":"https://i.ytimg.com/vi/LGyKv_WbcHY/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLDDT_7nE2B0Im5y7SuSzZw16-L4wQ","width":168,"height":94},{"url":"https://i.ytimg.com/vi/LGyKv_WbcHY/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLBt9pr3b-axNtfcuIRbW6y98KaRpA","width":196,"height":110},{"url":"https://i.ytimg.com/vi/LGyKv_WbcHY/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLANgWmN_pSdUgWfKBpx7QI18jhLig","width":246,"height":138},{"url":"https://i.ytimg.com/vi/LGyKv_WbcHY/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLAwp5tPrKy2n6MkV8I0YSj4ZsF6_A","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/LGyKv_WbcHY/maxresdefault.webp","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 8 - Remote load]({"thumbnails":[{"url":"https://i.ytimg.com/vi/mMTlFyyFEDQ/hqdefault.jpg?sqp=-oaymwE1CKgBEF5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AH-DoACuAiKAgwIABABGBogZShXMA8=&rs=AOn4CLC2E5vUPB7W6e99kXdxh3BWGPKVaA","width":168,"height":94},{"url":"https://i.ytimg.com/vi/mMTlFyyFEDQ/hqdefault.jpg?sqp=-oaymwE1CMQBEG5IVfKriqkDKAgBFQAAiEIYAXABwAEG8AEB-AH-DoACuAiKAgwIABABGBogZShXMA8=&rs=AOn4CLAtOm_9X6txLldiej9eXFj9la7r_A","width":196,"height":110},{"url":"https://i.ytimg.com/vi/mMTlFyyFEDQ/hqdefault.jpg?sqp=-oaymwE2CPYBEIoBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB_g6AArgIigIMCAAQARgaIGUoVzAP&rs=AOn4CLA-TSNmwZ_Z6WwWpo2LYAElvo9PNA","width":246,"height":138},{"url":"https://i.ytimg.com/vi/mMTlFyyFEDQ/hqdefault.jpg?sqp=-oaymwE2CNACELwBSFXyq4qpAygIARUAAIhCGAFwAcABBvABAfgB_g6AArgIigIMCAAQARgaIGUoVzAP&rs=AOn4CLAQDwhPuuX7h2oGv1pbN3DIW915dQ","width":336,"height":188},{"url":"https://i.ytimg.com/vi/mMTlFyyFEDQ/maxresdefault.jpg?sqp=-oaymwEmCIAKENAF8quKqQMa8AEB-AH-DoACuAiKAgwIABABGBogZShXMA8=&rs=AOn4CLBLSM_162CBuB3NED35MwGk9RsQow","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 9 - Elasto-plastic bending of a beam]({"thumbnails":[{"url":"https://i.ytimg.com/vi/uGbF4tJ3iGs/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLDzBikmOB_oTGAjNBk6ySAl5wByRQ","width":168,"height":94},{"url":"https://i.ytimg.com/vi/uGbF4tJ3iGs/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLAbyHHNxw2E3837iTO2Aki2oKhGaw","width":196,"height":110},{"url":"https://i.ytimg.com/vi/uGbF4tJ3iGs/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLCR3W2p3FNaR_OblOB8qik1l4QwvA","width":246,"height":138},{"url":"https://i.ytimg.com/vi/uGbF4tJ3iGs/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLAsWTtuYZekWqOS8SVTa_TnMeA1Vg","width":336,"height":188},{"url":"https://i.ytimg.com/vi/uGbF4tJ3iGs/maxresdefault.jpg","width":1920,"height":1080}]})
![PrePoMax (CalculiX FEA) - Tutorial 10 - Hertz contact]({"thumbnails":[{"url":"https://i.ytimg.com/vi/-a5TX1-9rJ4/hqdefault.jpg?sqp=-oaymwEbCKgBEF5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLAeo7WXEZkh0T06KvD2ToMaSF_nyw","width":168,"height":94},{"url":"https://i.ytimg.com/vi/-a5TX1-9rJ4/hqdefault.jpg?sqp=-oaymwEbCMQBEG5IVfKriqkDDggBFQAAiEIYAXABwAEG&rs=AOn4CLCusZCj3tB2aUMyJWJAXqxLTAaS1w","width":196,"height":110},{"url":"https://i.ytimg.com/vi/-a5TX1-9rJ4/hqdefault.jpg?sqp=-oaymwEcCPYBEIoBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLBFPpzje9i7kBvExPt-_j5zgi-Jig","width":246,"height":138},{"url":"https://i.ytimg.com/vi/-a5TX1-9rJ4/hqdefault.jpg?sqp=-oaymwEcCNACELwBSFXyq4qpAw4IARUAAIhCGAFwAcABBg==&rs=AOn4CLAlGRBkJfAxPFA0EcJ9XQr5I0wBAw","width":336,"height":188},{"url":"https://i.ytimg.com/vi_webp/-a5TX1-9rJ4/maxresdefault.webp","width":1920,"height":1080}]})
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