L2= 2 m L3=4m L4 = 2 m L5=2 m L6 = 1 m W1 = 90 kN/m W2 = 20 kN/m P = 40 KN M = 50 kN-m External support reactions: L1 Consider the following values in the given beam above: L1 = 6 m RA= RC = 87.500 307.500 5.000 The shear and moment at point B are -182.500 The moment at point C is The moment at point D is The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is RF = KN W1 kN L2 KN -380.000 kN-m. -130.000 kN-m. L3 2 m +199.246 +50.000 E KN and -15.000 kN-m. W2 kN-m. It is located at kN. L4 kN-m. kN-m. L5 kN-m, respectively. 3.415 M G L6 H m from point A. Express all your answers in three decimal places. For the reactions, there is NO NEED to put the sign. For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark your answer wrong. No considerations.
L2= 2 m L3=4m L4 = 2 m L5=2 m L6 = 1 m W1 = 90 kN/m W2 = 20 kN/m P = 40 KN M = 50 kN-m External support reactions: L1 Consider the following values in the given beam above: L1 = 6 m RA= RC = 87.500 307.500 5.000 The shear and moment at point B are -182.500 The moment at point C is The moment at point D is The maximum positive moment at segment AC is The maximum positive moment at segment CF is The maximum shear along the entire span of the beam is The maximum positive moment along the entire span of the beam is The maximum positive moment along the entire span of the beam is RF = KN W1 kN L2 KN -380.000 kN-m. -130.000 kN-m. L3 2 m +199.246 +50.000 E KN and -15.000 kN-m. W2 kN-m. It is located at kN. L4 kN-m. kN-m. L5 kN-m, respectively. 3.415 M G L6 H m from point A. Express all your answers in three decimal places. For the reactions, there is NO NEED to put the sign. For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark your answer wrong. No considerations.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![AURS
External support reactions:
L1
RA =
Consider the following values in the given beam above:
L1 = 6 m
L2= 2 m
L3 = 4 m
L4 = 2 m
L5 = 2m
L6 = 1 m
W1 = 90 kN/m
W2 = 20 kN/m
P = 40 KN
M = 50 kN-m
RC =
RF =
B
87.500
307.500
5.000
The shear and moment at point B are -182.500
The moment at point C is
The moment at point D is
The maximum positive moment at segment AC is
The maximum positive moment at segment CF is
The maximum shear along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
W1
KN
KN
KN
L2
plī
-380.000 kN-m.
-130.000
kN-m.
D
L3
P
+199.246
+50.000
2 m
E
KN and -15.000
kN
kN-m.
W2
kN-m. It is located at
kN.
L4
kN-m.
kN-m.
-pl
F
3.415
L5
kN-m, respectively.
M
G
L6
H
m from point A.
Express all your answers in three decimal places.
For the reactions, there is NO NEED to put the sign.
For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark
your answer wrong. No considerations.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F24f47e6e-afb4-4d87-a891-db0685888d65%2F2b86ddea-5f80-4bf9-ab4d-8d5a8dbd6347%2Fpt29pjsc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:AURS
External support reactions:
L1
RA =
Consider the following values in the given beam above:
L1 = 6 m
L2= 2 m
L3 = 4 m
L4 = 2 m
L5 = 2m
L6 = 1 m
W1 = 90 kN/m
W2 = 20 kN/m
P = 40 KN
M = 50 kN-m
RC =
RF =
B
87.500
307.500
5.000
The shear and moment at point B are -182.500
The moment at point C is
The moment at point D is
The maximum positive moment at segment AC is
The maximum positive moment at segment CF is
The maximum shear along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
The maximum positive moment along the entire span of the beam is
W1
KN
KN
KN
L2
plī
-380.000 kN-m.
-130.000
kN-m.
D
L3
P
+199.246
+50.000
2 m
E
KN and -15.000
kN
kN-m.
W2
kN-m. It is located at
kN.
L4
kN-m.
kN-m.
-pl
F
3.415
L5
kN-m, respectively.
M
G
L6
H
m from point A.
Express all your answers in three decimal places.
For the reactions, there is NO NEED to put the sign.
For V and M values, ALWAYS include the sign (+ or -) to denote the nature of shear and bending. Not indicating the sign will mark
your answer wrong. No considerations.
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