This preview shows pages 1–8. Sign up to view the full content.
This preview has intentionally blurred sections. Sign up to view the full version.
View Full DocumentThis preview has intentionally blurred sections. Sign up to view the full version.
View Full DocumentThis preview has intentionally blurred sections. Sign up to view the full version.
View Full DocumentThis preview has intentionally blurred sections. Sign up to view the full version.
View Full Document
Unformatted text preview: 1. See ﬁgure below. When a couple M is applied at A, the frame is in equilibrium, While the
crank AB is vertical, the beam CD is horizontal, and the cable makes a 20° angle with the horizontal line. Neglect the friction between the cable and the pulley. (a) Draw freebody diagrams for members AB, BD, CDE and the pulley at E. (10)
(b) Determine the force in the member BD. (5)
(c) Determine the moment M applied at A. (5) La) E BOA”! =
.‘I  7224/
~loI7A/ a“
an. E] : "‘ T(/+3M20°) From/L : ZMG 3 O: 50(959‘ (l) +Ex (o~6)+Ei(3)=0i => F59 == 473+A/ LC) From 3 ZMA=0 ; M —~ (33035.49 (my) :1 0 § M21567/V‘W" mmwrm.“WWV...”.WMWVFW”mw.w.m~w.m~«mi.m‘mﬂw.fwwﬁw, 2. See ﬁgure below. The bracket is loaded by two cables and supported at O by the nut and bolt.
(a) Express the forces exerted by the cables as vectors. (5) (b) Determine the reaction force and moments at O to maintain equilibrium. Calculate their
magnitudes, and specify their directions in unit vectors. (20) La) E :a‘bkw)(C0$S‘ong  SLi/lfoo : L029};  (.2262 (EU) T : (2»? (cu) (60550:? ~s¢vt§°°é€> 22,07?j 12}; c WU) “(5'0 J; (WU/M) o
W
H Ti/st MR 3 {(7}; + 3602 Jrz‘kf'vl: ( mm) 1 Lb) ' 00M Id: _K£d Readoth 7am! 53" R+f+l =0
3 {32*(Ff7‘): —{‘o;gi—w‘5§2j+[5zlvf (tr/U) [51:1‘775'16/1/
.53.. M V\: 2037 3 } ~ M753 mggﬂf 3. See ﬁgure below. A beam AB is subjected to a concentrated force and a distributed load.
Neglect the weight of the beam. (21) Find the reactions at the ﬁxed support A. (5)
(b) Find the internal shear force and bending moment at a section 2 m to the right of A. (5)
(c) Draw the shear force and bending moment diagrams for the beam. (10) La) A] I 4 +UX2 MA L41 m‘FL’i HEAL“. 2::‘11———+§g MA: 4xl+ I‘S'XLX(3> 34+? ;: /3((c/l/vm) CL) [W‘fCVM( Shear force“ 4. Determine the range of cylinder mass m for which the 50kg block is in equilibrium. Neglect
the mass of the pulley. (a) Assume frictionless contact between the belt and the pulley. (10)
(b) Re—do your calculation with the coefﬁcient of friction between the belt and pulley ,u = 0.1. (5)
(a) [V0 (frivfx'm ECWQW aww‘ Pix—((27. 7 Tl :: mgﬁiww” MW/lidiwszo" 22:7A/ ,uze 77,1716 zgggM I I TNMW._MWW7_.MFWM_ (E) W
3% W;
<14. whim 7; #72 am 561% QM
[Maggy F2
r {he
Lav
er LOW
0%
Mu;
m
3} ~ T
S;
69 Le
Ni
T T;‘('~ (M
S /;:rr\g_ 30‘!
I (9
0W“ m ~: ’7“
(WW; ((+evue
4,
7; ) z
,4“ (0
4/ as .7ZCGOL
1%
ca
>3 5. (a) Determine the x and y—coordinates of the centroid of the shaded area. (10)
(b) Calculate the moment of inertia of the shaded area about the xaxis. (10) La) 7omt (Area;
A = “A?
4 2.
== 4x/z+g’/<ft King) "1 : 7w, 2 ((34.2) 3
2.” = 2’ Km” == I7w7u'nt> N
\l %(L2§)Lr+ ZC/‘zrf' x31 2‘ gt“ (if) It? may)" + K cmnzxzz = 1145*”)
Toe”; : Zx :: 230¢+l70.7’SM/—'2/é 3 Zl§7(tl/\(P) H
K
.4:
N ...
View
Full
Document
This note was uploaded on 02/14/2010 for the course EM 306 taught by Professor Rodin during the Spring '07 term at University of Texas.
 Spring '07
 Rodin

Click to edit the document details