to you by or on ' or communicat ight to take lega L1 This is not your own property so do not use it in any way as if it were your own M kshear equation> B This is not your own property so L2 do not use in any way as if it were your own 1.5 m the following format. Exploratory Distance 3 m Provide a summary of the intellec Simplified Equation mmun. BA) 829 kbending moment equation you or cou ers hav 3 m ake lega S and/o. x= 100 N Shear (N) L4 D This is not your own property so do not use it in any way as if were your own 2.5 m Law on ject to ight L3 Bending Moment (N-m)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. L1 = 202 N/m L2 = 32 N/m L3 = 222 N/m L4 = 97 N/m M = 89 N/m
ated to you by or on '
duce or communicat
the right to take lega
L1
This is not your own property so
do not use it in any way as if it
were your own
M
kshear equation>
<bending moment
B
This is not your own property so 2
do not use it in any way as if it
were your own.
3 m
Provide a summary of things
in
the following format.
1.5 m
Simplified Equation
odu
you to repro
BA tion>3. Any revodi
Exploratory Distance
<min value>
whers hav
3 m
ommun.
or cot.
on and/o.
ake lega
x= <max value>
100 N
Shear (N)
L4
D
This is not your own property so
do not use it in any way as if it
wore your own.
2.5 m
Law on
ject to
ight
L3
Bending Moment (N-m)
Transcribed Image Text:ated to you by or on ' duce or communicat the right to take lega L1 This is not your own property so do not use it in any way as if it were your own M kshear equation> <bending moment B This is not your own property so 2 do not use it in any way as if it were your own. 3 m Provide a summary of things in the following format. 1.5 m Simplified Equation odu you to repro BA tion>3. Any revodi Exploratory Distance <min value> whers hav 3 m ommun. or cot. on and/o. ake lega x= <max value> 100 N Shear (N) L4 D This is not your own property so do not use it in any way as if it wore your own. 2.5 m Law on ject to ight L3 Bending Moment (N-m)
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