| written 7.8 years ago by | • modified 3.9 years ago |
Subject : Structural Analysis 1
Topic : Deflection of beam
Difficulty : HIgh

| written 7.8 years ago by | • modified 3.9 years ago |
Subject : Structural Analysis 1
Topic : Deflection of beam
Difficulty : HIgh

| written 7.8 years ago by | • modified 7.6 years ago |

1. Suppport reaction calculation
$\sum M_A=0(\circlearrowright+ve)[ For\ UDL\ only]\\ -M_A+12\times5\times\frac{5}{2}=0\\ \boxed{M_A=150\ kNm}\\ \\ \sum M_A=0(\circlearrowright+ve)[For\ point\ load]\\ -M_A+24\times2=0\\ \boxed{M_A=48\ kNm} $
2. Draw BMD $ [\circlearrowright| \circlearrowleft+ve]$
$B.M_A=150\ kNm [For\ UDL]\\ B.M_A=48\ kNm[For\ point\ load]\\B.M_B=12\times3\times\frac{3}{2}=\underline{54\ kNm} $

3.$\frac{M}{EI}$ diagram
$\underline{conjugate\ beam}$

3. Conjugate beam calculation
$\sum F_Y=0(\uparrow+ve)\\ v_c=Total\ load\\ load\ …