Given: 1. Beam stiffness equation:- M 12 6L -12 6L1 (dly 4L2 -6L 2L? | 12...
Given: 1. Beam stiffness equation:- M 12 6L -12 6L1 (dly 4L2 -6L 2L? | 12 -61 day SYMM. 422] 2) fay 2. Truss stiffness equation:- 1 A 1. AE1 -11&x) Il-1 illal r-CS007 10 OCS.C = cose, S = sine ฉบับส่งห้องสมุด 3. Fixed end moment:- wa? (612 - Sal. +3a?) (2b-a) Mb (b-2a) ** The 2441 * *