## User: stanzaa37

stanzaa37 •

**0**- Reputation:
**0**- Status:
- Trusted
- Location:
- Last seen:
- 2 days, 12 hours ago
- Joined:
- 7 months ago
- Email:
- s********@gmail.com

#### Academic profile

None

None

None

None

#### Posts by stanzaa37

<prev
• 19 results •
page 1 of 2 •
next >

0

votes

1

answer

24

views

1

answers

... ![enter image description here][1]
1)Free Bending moment
For AB, BM at $E=\frac{wl^{2}}{8}=\frac{24\times3^{2}}{8}=27kN.m$
For BC ![enter image description here][2] $\ \ \ M_{L}=-7.5\times2 =-15kN$
$M_{R}=7.5\times2$
$=15kN.M$
For CD BM at G=$\frac{wab}{l}=\frac{15\times2\times3}{5}=30kN ...

written 2 days ago by
stanzaa37 •

**0**0

votes

1

answer

24

views

1

answer

... ![enter image description here][1]
**Subject**: Structural Analysis II
**Topic**: Flexibility Method
**Difficulty**: Medium / High
[1]: https://i.imgur.com/jTgUvg9.png
...

written 2 days ago by
stanzaa37 •

**0**0

votes

1

answer

17

views

1

answers

... As a support is fixed support. Therefore we have to use an imaginary span near the fixed end as shown in fig
1) Free bending moment
For Span AB BM at C=$\frac{wL^{2}}{8}=\frac{5\times(4)^{2}}{8}=10kN.m$
2) Free Bending Moment diagram
![enter image description here][1]
3) Applying theorem of th ...

written 2 days ago by
stanzaa37 •

**0**0

votes

1

answer

17

views

1

answer

... ![enter image description here][1]
**Subject**: Structural Analysis II
**Topic**: Flexibility Method
**Difficulty**: Medium / High
[1]: https://i.imgur.com/xOpgYRq.png ...

written 2 days ago by
stanzaa37 •

**0**0

votes

1

answer

29

views

1

answers

... Free Bending Moment:
For Span AB BM at $E=\frac{wab}{l}=\frac{80\times2\times4}{6}=106.67KN.m$
For Span BC BM at $F=\frac{wl^{2}}{8}=\frac{20\times5^{2}}{8}=62.5kN.m$
For Span CD BM at $G=\frac{wab}{l}=\frac{60\times3\times2}{5}=72kN.m$
Support B sinks by 5mm =0.005m=-0.005(Downward)
$ ...

written 2 days ago by
stanzaa37 •

**0**0

votes

1

answer

29

views

1

answer

...
**Subject**: Structural Analysis II
**Topic**: Flexibility Method
**Difficulty**: Medium / High
![enter image description here][1]
[1]: https://i.imgur.com/PzcbdYt.png ...

written 4 days ago by
stanzaa37 •

**0**0

votes

1

answer

29

views

1

answers

...
1)Free Bending moment
- For Span BC at $F=\frac{wl^{2}}{8}=\frac{2\times(6)^{2}}{8}=9kN.m$
- For Span CD at $G=\frac{wl^{2}}{8}=\frac{2\times(8)^{2}}{8}=16kN.m$
2) Free Bending moment diagram
![enter image description here][1]
3) Find Reaction at Support:-
![enter image description he ...

written 4 days ago by
stanzaa37 •

**0**0

votes

1

answer

29

views

1

answer

...
![enter image description here][1]
**Subject**: Structural Analysis II
**Topic**: Flexibility Method
**Difficulty**: Medium / High
[1]: https://i.imgur.com/nA87an9.png ...

written 4 days ago by
stanzaa37 •

**0**0

votes

1

answer

43

views

1

answers

... 1) Free Bending moment: [considering each span simply supported]
- For Span AB B mat $E=\frac{wab}{l}$ =$\frac{80(2)(4)}{6}=\underline{106.6 kN.m}$
- For Span BC B mat $f=\frac{wl^{2}}{8}$=$\frac{20(5)^{2}}{8}=\underline{62.5 kN.m}$
- For Span CD B mat $G=\frac{wab}{l}$=$\frac{60(2)(3)}{5}= ...

written 4 days ago by
stanzaa37 •

**0**0

votes

1

answer

43

views

1

answer

... ![enter image description here][1]
**Subject**: Structural Analysis II
**Topic**: Flexibility Method
**Difficulty**: Medium / High
[1]: https://i.imgur.com/rQfWc7C.png ...

written 4 days ago by
stanzaa37 •

**0**#### Latest awards to stanzaa37

Popular Question
6 months ago,
created a question with more than 1,000 views.
For List & describe SNMP command with syntax?

Site

Use of this site constitutes acceptance of our User
Agreement
and Privacy
Policy.