Qa) a) Determine the 2nd moment of area? ? = ..... ??4 ? Write down the formula to calculate the final 2nd moment of area: Qb) b) Calculate support reactions in A and C, only type the magnitude values.  Reaction force at point A: x-direction: ?? =.....N,  y-direction: ?? = .......N? Reaction force at point B: x-direction: ??=....... N,  y-direction: ??= .......N? Qc) c) Calculate the equations of shear force ?(?) and bending moment ?(?). Type the mathematical expressions or constants.  Section AB: Shear force equation ?(?)=.....N Bending moment equation ?(?)=:.....N*mm Section BC: Shear force equation ?(?)=:.... N Bending moment equation ?(?)=:......N*mm

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
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Chapter10: Force And Force-related Variables In Engineering
Section: Chapter Questions
Problem 22P
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Qa)

a) Determine the 2nd moment of area?

? = ..... ??4 ?

Write down the formula to calculate the final 2nd moment of area:

Qb)

b) Calculate support reactions in A and C, only type the magnitude values. 

Reaction force at point A:

x-direction: ?? =.....N,  y-direction: ?? = .......N?

Reaction force at point B:

x-direction: ??=....... N,  y-direction: ??= .......N?

Qc)

c) Calculate the equations of shear force ?(?) and bending moment ?(?). Type the mathematical expressions or constants. 

Section AB:

Shear force equation ?(?)=.....N

Bending moment equation ?(?)=:.....N*mm

Section BC:

Shear force equation ?(?)=:.... N

Bending moment equation ?(?)=:......N*mm

Qd) Attached below.

Qe) 

e) What is the maximum magnitude of shear force and bending moment, neglecting the sign?

Maximum magnitude of shear force, positive value: .........N

Maximum magnitude of bending moment, positive value: .......N*mm

Qf) 

f) Determine the maximum bending stress and shear stress that occurs in the beam, considering the sign.

Maximum bending stress: .....MPa

Maximum shear stress:..... MPa

Bending stress equation

Write down equation to calculate the maximum bending stress:

Definition of variables: maximum moment is ??,  2nd moment of area ?0, maxium distance from the netural plane ??

Shear stress equation

Write down the shear stress equation:

The definition of the variables are: Shear force ?, 1st moment of Area ?, 2nd moment of area ?0, width of cross-section feature ?t.

 

A wooden beam is loaded by a concentrated load P= 1000 N as shown in Figure Q4(a).
The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1900 mm,
LBC = 3100 mm, Bo=30 mm, B₁ = 40 mm, and H = 230 mm, ho=170 mm, h₁ =30 mm.
Units: use N, mm, MPa as consistent units for all calculations.
Decimal points: any decimal points are fine and all the numerical questions have a 10%
error tolerance.
Note that: Method mark is accounted using adaptive marking. The error will be
carried forward, even if your answers to the first few questions are wrong, you
can still get marks if methods for the following questions are correct.
(a)
P
(b)
B₁
A
777777
X
LAB
B
00
TIIT
LBC
h₁
Cross-section
h₁
Во
ho
Y
Figure Q4: (a) A wooden beam is loaded by a concentrated load, (b) cross-section of the
beam
H
Transcribed Image Text:A wooden beam is loaded by a concentrated load P= 1000 N as shown in Figure Q4(a). The cross-section of the beam is shown in Figure Q4(b). Assume that LAB = 1900 mm, LBC = 3100 mm, Bo=30 mm, B₁ = 40 mm, and H = 230 mm, ho=170 mm, h₁ =30 mm. Units: use N, mm, MPa as consistent units for all calculations. Decimal points: any decimal points are fine and all the numerical questions have a 10% error tolerance. Note that: Method mark is accounted using adaptive marking. The error will be carried forward, even if your answers to the first few questions are wrong, you can still get marks if methods for the following questions are correct. (a) P (b) B₁ A 777777 X LAB B 00 TIIT LBC h₁ Cross-section h₁ Во ho Y Figure Q4: (a) A wooden beam is loaded by a concentrated load, (b) cross-section of the beam H
Qd
d) Select the right force and bending moment diagrams from the options below,
neglecting the axis values in the diagrams, only look at the shape.
Shear force and moment diagram
Shear force (N)
Shear force (N)
Moment (N*mm)
1000
500
0
-1000
Moment (N*mm)
-500
-1500
0.0
-0.5
-1.0
-1.5
-2.0
-2.5
-3.0
1000
500
0
-500
-1000
-1500
0.0
-0.5
-1.0
-1.5
-2.0
-2.5
-3.0
1e6
1e6
0
0
1000
1000
2000
Shear force and moment diagram
2000
3000
<<
3000
V
^
4000
4000
V
>>
5000
5000
Transcribed Image Text:Qd d) Select the right force and bending moment diagrams from the options below, neglecting the axis values in the diagrams, only look at the shape. Shear force and moment diagram Shear force (N) Shear force (N) Moment (N*mm) 1000 500 0 -1000 Moment (N*mm) -500 -1500 0.0 -0.5 -1.0 -1.5 -2.0 -2.5 -3.0 1000 500 0 -500 -1000 -1500 0.0 -0.5 -1.0 -1.5 -2.0 -2.5 -3.0 1e6 1e6 0 0 1000 1000 2000 Shear force and moment diagram 2000 3000 << 3000 V ^ 4000 4000 V >> 5000 5000
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