Mechanics of Materials
11th Edition
ISBN: 9780137605460
Author: Russell C. Hibbeler
Publisher: Pearson Education (US)
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Textbook Question
Chapter 12.4, Problem 7FP
Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I = 65.0(10−6) m4.
F12–7
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Students have asked these similar questions
The force F1 = 10 kN, F2 = 10 kN, F3 = 10 kN, F4 = 5
KN are acting on the sttructure shown. Determine the forces
in the members specified below. Use positive values to
indicate tension and negative values to indicate compression.
F2
D
b
F1
F3 C
E
b
F4
b
B
F
a
G
Values for dimensions on the figure are given in the following
table. Note the figure may not be to scale.
Variable Value
a
3 m
b
4 m
The force in member BC is
KN.
The force in member BE is
KN.
The force in member EF is
KN.
h
=
The transmission tower is subjected to the forces F₁ 3.6
KN at 50° and F2 = 3.3 kN at = 35°. Determine the
forces in members BC, BP, PQ, PC, CD, DP and NP.
Use positive values to indicate tension and negative values to
indicate compression.
不
кажаж в *а*аж
E
N
M
d
d
IF, c
B
CENTER
LINE
S
อ
K
F₂
Kbb
cc 10
BY NC SA
2013 Michael Swanbom
Values for dimensions on the figure are given in the following
table. Note the figure may not be to scale.
Variable
Value
a
1.7 m
b
4.9 m
с
3 m
d
5.2 m
h
8.4 m
Values for dimensions on the figure are given in the following
table. Note the figure may not be to scale.
Variable Value
a
1.7 m
4.9 m
с
3 m
d
5.2 m
h
8.4 m
The force in member BC is
KN.
The force in member BP is
KN.
The force in member PQ is
KN.
The force in member PC is
KN.
The force in member CD is
KN.
The force in member DP is
KN.
The force in member NP is
KN.
نصاف
Sheet
Asteel bar of rectangular cross section with
dimension
Shown in fig. below. This bar is
as
Connected toawell. Using welded Join a long the sides
als only find the weld size (h). Where:
Tall = 35 MN/M²
F=213.30
answer/h=
4.04
☐
Yomm
Soomm
100mm
Chapter 12 Solutions
Mechanics of Materials
Ch. 12.2 - Determine the slope and deflection of end A of the...Ch. 12.2 - Determine the slope and deflection of end A of the...Ch. 12.2 - Determine the slope of end A of the cantilevered...Ch. 12.2 - Determine the maximum deflection of the simply...Ch. 12.2 - Determine the maximum deflection of the simply...Ch. 12.2 - Determine the slope of the simply supported beam...Ch. 12.2 - An L2 steel strap having a thickness of 0.125 in....Ch. 12.2 - The L2 steel blade of the band saw wraps around...Ch. 12.2 - A picture is taken of a man performing a pole...Ch. 12.2 - A torque wrench is used to tighten the nut on a...
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- True and False Indicate if each statement is true or false. T/F 1. Rule #1 protects the function of assembly. T/F 2. One of the fundamental dimensioning rules requires all dimensions apply in the free-state condition for rigid parts. T/F 3. The fundamental dimensioning rules that apply on a drawing must be listed in the general notes. T/F 4. Where Rule #1 applies to a drawing, it limits the form of every feature of size on the drawing. T/F 5. Rule #1 limits the variation between features of size on a part. T/F 6. The designer must specify on the drawing which features of size use Rule #1. T/F T/F T/F 7. Rule #1 applies to nonrigid parts (in the unrestrained state). 8. A GO gage is a fixed-limit gage. 9. Rule #1 requires that the form of an individual regular feature of size is controlled by its limits of sizearrow_forwardFEAarrow_forwardFEAarrow_forward
- FEAarrow_forwardنصاف Sheet Asteel bar of rectangular cross section with dimension Shown in fig. below. This bar is as Connected toawell. Using welded Join a long the sides als only find the weld size (h). Where: Tall = 35 MN/M² F=213.30 answer/h= 4.04 ☐ Yomm Soomm 100mmarrow_forwardPlease also draw the FBDsarrow_forward
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Solids: Lesson 53 - Slope and Deflection of Beams Intro; Author: Jeff Hanson;https://www.youtube.com/watch?v=I7lTq68JRmY;License: Standard YouTube License, CC-BY