W' Beam V mas x 19 CANTILEVER BEAMS Slope Өтей = PL² 2EI 20 Deflection 21 PI³ mas 3EI Elastic Curve Px² v=- -(3L-x) 6EI + 22 25 шах PI² 23 5PI³ 24 v= Px² 12EI (3L-2x) for 0≤x≤2 = max 8EI 48EI v=- PL² 48EI (6x-L) for 2≤x≤L M x Ꮎ max ML ΕΙ 26 MI² 2EI 27 Mx² v=- 2EI 28 P -x max = WI³ x V 31 29 30 V. == v= 6EI 8EI 32 33 wx² 24EI (61²-4Lx+x²) Өрл == w₁x² max V. max == 24EI 30EI 120LEI (101³-101²x+5Lx²-x³)