Shear Equation V(x) = F V(x) V(x) V(x) Shear Diagram -x=L -x=L -x=L Moment Equation M(x) = -F(L-x) M(x) Moment Diagram FL M(x) x=L -x=L if 0 ≤ x
Shear Equation V(x) = F V(x) V(x) V(x) Shear Diagram -x=L -x=L -x=L Moment Equation M(x) = -F(L-x) M(x) Moment Diagram FL M(x) x=L -x=L if 0 ≤ x
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Fill in the remainder of the table. Report the sign of your answers relative to theconvention for internal shear force and bending moment analysis
![Shear Equation
V(x) = F
V(x)
V(x)
V(x)
Shear Diagram
-x=L
-x=L
-x=L
Moment Equation
M(x) = -F(L-x)
M(x)
Moment Diagram
FL
M(x)
x=L
-x=L
if 0 ≤ x <L/2: M(x) =-
if L/2<xsL:M(x) =
M(x)
(M/L)x
M/2- (M/L)(x-L/2)
x=L](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F02681530-b6ca-4d72-bfd1-7260256101ab%2Ffaa773ed-41d0-4168-9b83-ae0cd30d3c23%2F25b8lh5_processed.png&w=3840&q=75)
Transcribed Image Text:Shear Equation
V(x) = F
V(x)
V(x)
V(x)
Shear Diagram
-x=L
-x=L
-x=L
Moment Equation
M(x) = -F(L-x)
M(x)
Moment Diagram
FL
M(x)
x=L
-x=L
if 0 ≤ x <L/2: M(x) =-
if L/2<xsL:M(x) =
M(x)
(M/L)x
M/2- (M/L)(x-L/2)
x=L
![Schematic
Diagram
NA
MA
Free Body Diagram
cut at supports
x=0
VA = F
NA = 0
LL
B
MA = FL
M(x)
NA
N(x)
ΜΑ
√(x)
Free Body Diagram
F
to expose internal forces
M(x)
V(x)
(either ok)
N(x)
A
x=0
L/2
FL
B
A
M
13
L/2
L
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F02681530-b6ca-4d72-bfd1-7260256101ab%2Ffaa773ed-41d0-4168-9b83-ae0cd30d3c23%2Fz7i36e_processed.png&w=3840&q=75)
Transcribed Image Text:Schematic
Diagram
NA
MA
Free Body Diagram
cut at supports
x=0
VA = F
NA = 0
LL
B
MA = FL
M(x)
NA
N(x)
ΜΑ
√(x)
Free Body Diagram
F
to expose internal forces
M(x)
V(x)
(either ok)
N(x)
A
x=0
L/2
FL
B
A
M
13
L/2
L
B
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