[email protected] engr-36_lec-05_force_resultants-2.ppt 1 bruce mayer, pe engineering-36:...
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[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt1
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Bruce Mayer, PELicensed Electrical & Mechanical Engineer
Engineering 36
Chp 4: ForceResultants
(2)
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt2
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Scalar (Dot) Product of 2 Vectors
The SCALAR Product or DOT Product Between TwoVectors P and Q Is Defined As
resultscalarcosPQQP
PQQP
2121 QPQPQQP
undefined SQP
Scalar Product Math Properties• ARE Commutative• ARE Distributive• Are NOT Associative
– Undefined as (P•Q) is NO LONGER a Vector
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt3
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Scalar Product – Cartesian Comps
Scalar Products With Cartesian Unit Components
Thus
000111 ikkjjikkjjii
kQjQiQkPjPiPQP zyxzyx
2222 PPPPPP
QPQPQPQP
zyx
zzyyxx
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt4
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Scalar Product - Applications Angle Between Two Vectors
PQ
QPQPQP
QPQPQPPQQP
zzyyxx
zzyyxx
cos
cos
OL
OL
PPQ
QP
PQQP
OLPPP
cos
cos
along of projection cos
zzyyxx
OL
PPP
PP
coscoscos
ˆ
OL alongr unit vecto theis
Projection Of A Vector OnA Given Line
For Any Axis Defined By A Unit Vector
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt5
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Vector Magnitude by DOT
A vector DOTed with itself reveals the Square of the Phythagorean Length
Thus the Vector Magnitude
This is IDEAL forMATLAB
2222 PPPPPP zyx
2222 PPPP zyx PPP
>> Pv = [-7 3 11] % [Px*i Py*j Pz*k]Pv = -7 3 11
>> Pm = sqrt(dot(Pv,Pv))Pm = 13.3791
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt6
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
DOT-Prod Application Summary
Given Two intersecting Vectors or Lines
Parallel & PerpendicularComponents• Given Vector VAB, and line
AC find the || & ┴ Components of VAB, VAD & VDB, relative to line AC
1800arccos BA
BA
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt7
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
DOT-Prod Application Summary
First Calc θ by method ofthe previous slide
Then Simply Use Trigon Right-Triangle ADB
ACABACAB arccos
sin
cos
ABDB
ABAD
VV
VV
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt8
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example: P2-120 by MATLAB Determine the
magnitudes of the components of F = 600N acting along and perpendicular to segment DE of the pipe assembly
Notes• The Angle θ between
DE & EB (the direction of F) appears to be OBTUSE
• Fpar
• Fperp
cos|| FF
sinFF
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt9
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example: P2-120 by MATLAB% Bruce Mayer, PE% ENGR36 * 18Jul2% ENGR36_parNperp_Projection_H13e_P2_120_1207.m%% Magnitude of a vector by ANON fcn MagV = @(z) sqrt(dot(z,z))%% Find unit vector along EB, the Force DirectionEBv = [-4 -3 2] % in m => [delX*i delY*j delZ*k]EVm = MagV(EBv)uEB = EBv/EVm% % Find unit Vector along Pipe Segment DEDEv = [0 3 0]DEm = MagV(DEv)uDE = DEv/DEm%% Angle between the unit vectorsQ = acosd(dot(uEB,uDE))% in °%Fm = 600 % in Newtons%% the PARALLEL projection of F on DEFpar = Fm*cosd(Q)% the PERPENDICULAR projection of F on DEFperp = Fm*sind(Q)%disp(' ')disp('======================================')disp('Chk by finding F against ED (the opposite of DE)')% Find unit Vector along Pipe Segment DEEDv = [0 -3 0]EDm = MagV(EDv)uED = EDv/EDm%Qchk = acosd(dot(uEB,uED))% in °FparChk = Fm*cosd(Qchk)FperpChk = Fm*sind(Qchk)
Q = 123.8545
Fpar = -334.2516
Fperp = 498.2729
====================================Chk by finding F against ED (the opposite of DE)
Qchk = 56.1455
FparChk = 334.2516
FperpChk = 498.2729
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt10
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
WhiteBoard Work
Let’s WorkSome “Angle”
Problems
1
2
3
4
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt11
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
1050
1800
2400
1200
TBC = 5.3 kN
[email protected] • ENGR-36_Lec-05_Force_Resultants-2.ppt12
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
1050
1800
2400
1200
1050
1800
2400
1200