External support reactions: RA= L1 RC = Consider the following values in the given beam above: L1 = 6 m 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 RF = 3 KN W1 KN KN L2 The maximum positive moment at segment AC is The maximum positive moment at segment CF is L3 2 m E kN-m. It is located at kN-m. W2 L4 L5 M G 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. L6 m from point A. H

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Chapter2: Loads On Structures
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AURS
L2= 2 m
L3 = 4 m
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:
RA =
L1
Consider the following values in the given beam above:
L1 = 6 m
RC =
RF =
B
KN
W1
KN
KN
L2
The maximum positive moment at segment AC is
The maximum positive moment at segment CF is
C
D
L3
P
2 m
E
kN-m. It is located at
kN-m.
W2
L4
F
L5
M
G
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.
L6
m from point A.
H
Transcribed Image Text:AURS L2= 2 m L3 = 4 m 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: RA = L1 Consider the following values in the given beam above: L1 = 6 m RC = RF = B KN W1 KN KN L2 The maximum positive moment at segment AC is The maximum positive moment at segment CF is C D L3 P 2 m E kN-m. It is located at kN-m. W2 L4 F L5 M G 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. L6 m from point A. H
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