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1. Given the figure below, • calculate the reactions, • derive equations for shear and moment • draw the complete shearing force and moment diagrams, • and determine the magnitude and location of the...

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1. Given the figure below, • calculate the reactions, • derive equations for shear and moment • draw the complete shearing force and moment diagrams, • and determine the magnitude and location of the maximum absolute value of the shearing force and bending moment.
8 k/ft.
5 ft.
5ft.
5 ft.
A,
k means 1,000 pounds
By
2. Given the figure below, • calculate the reactions. • derive equations for shear and moment • draw the complete shearing force and moment diagrams, • and determine the magnitude and location of the maximum absolute value of the shearing force and bending moment.
10 k/ft
13,
5k/ft
Answered Same Day Dec 23, 2021

Solution

David answered on Dec 23 2021
119 Votes
Solutions
Q1-Answe
As per given information in question, we have
Reaction forces
Now we can calculate reaction forces after converting above diagram in to free body diagram.
As we may see in free body diagram that this is symmetrical loading
∑FY = 0
AY + BY = 40000 l
∑MA = 0
40000 x 7.5 – 15 x BY = 0
BY = 40000 x 7.5 /15 = 20000 l
BY = 20000 l
AY = 20000 l
Shear and moment equation and diagram-
X
AC= CD=DB= 5 ft
Let a section XX at a distance X from point A
Shear force-
Shear force, for AC, x= 0
FAC= AY =20000 l
Shear force for CD, FCD = AY – 8000 (X-5)
Where, X= 5 ft to X= 10 ft
At point C, x = 5 ft
Hence,
FC = AY – 8000 (5-5) = 20000 l
At point D, x = 10 ft
Hence,
FD = AY – 8000 (10-5) = 20000 – 40000 = -20000
FD = -20000 l
For DB,
FDB= -2000 l
Hence, shear force diagram
Bending moment diagram
We have displayed bending moment diagram as mentioned above.
For AC
BM, MAC= AY. X
At point A
BM, MA= 0 because X=0
At point C
BM, MC= 20000 x 5 =100000 lb-ft
For CD
BM, MCD= AY. X – 8000(X-5) (X-5)/2
Where, X= 5 ft to X= 10 ft
Hence, at point C, X= 5 ft
MC= 20000 x 5 =100000 lb-ft
Hence, at point D, X= 10 ft
MD= 20000 x 10 – 8000 x 25/2 = 100000 lb-ft
MD= 100000 lb-ft
We have to also find here the location of maximum bending moment
For maximum bending moment, shear force will be zero
We will find the location, where shear force is zero
AY – 8000 (X-5) =0
20000 – 8000 (X-5) =0
20000 = 8000 (X-5)
(X-5) = 2.5
X= 7.5 ft
So we will find the maximum value of BM at point X = 7.5
So, maximum bending moment
M Max = AY. X – 8000(X-5) (X-5)/2
M Max = 20000 x 7.5 – 8000(7.5-5) (7.5-5)/2
M Max = 125000
For DB-
Bending moment
MDB= 20000. X –...
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