P51. Write the equations for shear and moment
hetwccn points B and C' as a Function of distance .r aJong
the longitudinal axis of the beam in Figure P5,] for (a)
origin ofx at point A. and (b) origin ofx at D. '
5"“ m,
p atqojq-oiash’ﬁa'Xz-j'hlﬁao‘}+
'2 H
P4.2. Classify the Lrusscs in Figure P42 as stable or unstable. lfstabie. indicate if determinate or ipldetenninatle. 1f-
indeienninate. indicate the degree.
5!: + [‘1 Em = :1 mummy
ZE‘iE 210416 a ea %6'
ﬂame, wear. 2'
.sn 4- term a: :5 uuxwwué-
£596 x 9
P437 Using the method of seep-isms,- detmipe the
forbes in the bats listed bei-ow each ﬁgure.
a
2‘49‘05 _
away)é!8'{24-'I-I2“(9')%fa(1292? _
F 13.‘55-‘.-65?HVFE‘55.-.Wu - '
E .150; . . I I
40km“) -— WM) 425(914-“Fgo'ynz'; :0 - 2
-._w.-Jalm’ I = _.-
IlF¢1:
P1121. Compute the reaclions and bar forces in all
members for the {rays in Figure PlL21. The area of all
has is 51:12am E = mm kipsfinz.
5E1,ch Ra A6 THE KﬁﬂHQFHT
M E.- aqu‘bl i A! '5»
450“ 81' 80
A“, : Ha s 05: = 2|:an L/AE
E~ w W]
bonus
9“: Hath-LFa'L/
P1041. Determine the horimnlal and Vertical deﬂedion
ofjoin: Cofﬁn: truss in Figure 1310.11. In addition to the
bad atjoim C, the temperature of memberED is subjccuo
a mperal‘um increase of 60°F. For all bars. .5 = 29.000
Lapwinu = 4 m1. and a -— 5.5 x 1U
Detennine the reactions for thefstmcturc.
l0 kips P33 Determine the reactions
IPHK _. th'L') = 0 CT: I/I’Z = 0.083%
61 ~A1J/ = a Ay= apart:
Ax:0 P33. Determine the reactions at all supports and the
force transmitted through the hinge at B.
60 kN-m
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Iowa State University
CE 360
CCEE Dept.
Fall 2015
Final Exam Review
1. How is soil formed? What geological processes cause soil formation?
2. What are the two main types of soil particles? What kind of behaviors do these
types of soil particles exhibit an
P1139. Determine all reactions and draw the shear and
moment diagrams for beam BC in Figure P1139. E! is
constant. 4 Rips
_. 18'
P113?
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9.: Bu A8“. 1: o-IL'aJ 120%)
(95: 155/51
A“ - #184 (a:
{’u 9T wmm.
P10.21 Compute the vertical deﬂection of point C in
[Figure P1023. Givon: I = 1200 in“. E = 29,000 kjpaﬁnz.
g; = 53" x. magnum + 5:2'(x¢+a')[¢4($<4 an (“$34593
' 5' . [2'
5; a 50 (9.4x34 ax‘13M/EI 4.50 Mxéﬁmxi-r 211.2». + an. 1 429551
55 = 915%. 2x3 [8 +
P113. Compute the reactions and draw the. shear and
moment curves for me beam in Figure P113. E! is
constant.
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H i ' Aco
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J
C.E. 332 Structural Analysis
Homework 1
Due Date: Monday, January 26th, 2015, 5:00pm (no late submission)
Solve the following problems taken from the textbook.
P3.1
Draw the FBD for the following structure.
P3.5
Draw the FBD for the following structure.
1
P51. Write they. equations for shear and moment
between points B and C as a function of distance x along
the longitudinal axis of the beam in Figure P5.l for (a)
origin ofx at point A_,énd;(:£?§ origin ofx at D.
(a
mate: -
BY {03+0f25m00'X2tjqf 1 + .
2
P1035. Compute the vertical displacement of point C for
the beam in Figure P1035. For the beamA = 5,000 mg,
1 2 360 x 106 mm“, and E = 200 GPa. For the cable
A = 6,000 m2 and E = 150 GPa.
' Vina-Hank.
ﬂ-Iécv =ZIMRMde/EI + Z Fan-L/AE
“W 5W" Y (0. mat-m XI)
C.E. 332 Structural Analysis
Homework 5
Due Date: Monday, February 23rd, 2015, at the beginning of class (no late submission)
Solve the following problems taken from the textbook.
P5.34-5.35
Draw the shear and moment diagrams for each indeterminate beam.
- '
P534. Draw theshear and moment diagrams
for each indetemu'nate beam. Reactions are given. Label
maximum values of shear and moment. Locage all '
inﬂection points, and sketch the deﬂected shape.
RA = 23.31 kN
R5 = 28.69 kN
L—8m~+—J-—3m—'J
P534
C.E. 332 Structural Analysis
Homework 7
Due Date: Monday, March 23rd, 2015, at the beginning of class (no late submission)
Solve the following problems taken from the textbook.
P10.24
Compute the deflection at midspan of the beam below. Given: I = 46x106
C.E. 332 Structural Analysis
Homework 4
Due Date: Monday, February 16th at the beginning of the class (No late submission)
Solve the following problems taken from the textbook.
P 5.1
Write the equations for shear and moment between points B and C as a fun
C.E. 332 Structural Analysis
Homework 2
Due Date: Monday, February 2nd at the beginning of the class (No late submission)
Solve the following problems taken from the textbook.
P 4.2
Classify the trusses in the following figure as stable or unstable. If st
C.E. 332 Structural Analysis
Homework 3
Due Date: Monday, February 9th, 2015, at the beginning of class (no late submission)
Solve the following problems taken from the textbook.
P4.37
Using the method of sections, determine the forces in the bars listed
P53. Write the equations for shear and moment between
points A and 3. Select the origin at A. Plot the graph of MA MC!" mom . 3‘!“ 3m!“
egch force under a sketch of the beam. The rocker a: A '
is equivaﬁent to a roller.
cam—Kw. 3<=c. ; H. ran-c waetg-
STAAD Tutorial CE332 Fall 2006
1
STAAD Pro. Tutorial
Disclaimer: Portions of this tutorial were directly quoted from the STAAD tutorial. This tutorial is intended to be used only for instructional purposes for CE332 class.
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