written 6.8 years ago by | • modified 2.8 years ago |
The concentrated load is free to occupy any position.
Subject : Structural Analysis 1
Topic : Influence line diagram.
Difficulty : Low
written 6.8 years ago by | • modified 2.8 years ago |
The concentrated load is free to occupy any position.
Subject : Structural Analysis 1
Topic : Influence line diagram.
Difficulty : Low
written 6.8 years ago by | • modified 6.6 years ago |
Quarter Span $\frac{1}{4}\times 12 = 3 m$ from left end
$1.Max \hspace{1mm} +ve \hspace{1mm} S.F_c:$
$SF_c=100 \times \frac{9}{12}+12 \times [\frac{1}{2} \times 9 \times \frac{9}{12}]$
$SF_c=115.5KN$
$2.Max \hspace{1mm} -ve \hspace{1mm} S.F_c:$
$SF_c=-[100 \times \frac{3}{2}+20 \times [\frac{1}{2} \times 3 \times \frac{3}{12}]]$
$SF_c:- 157.5KN$
$3. Max \hspace{1mm} BM_c:$
$\frac{ac}{l}=\frac{3 \times 9}{12}=2.25$
$Max \hspace{1mm} BM_c:=100 \times 2.25+20 \times \frac{1}{2} \times 3 \times 2.25+20 \times \frac{1}{2} \times 9 \times 2.25$
$Max \hspace{1mm} BM_c:=495KN$