Solutions for ENGINEERING MECHANICS
Problem 1P:
What is the weight in newtons of an object that has a mass of (a) 8 kg, (b) 0.04 kg, and (c) 760 Mg?Problem 2P:
Represent each of the following combinations of units in the correct SI form: (a) kN/s, (b) Mg/mN,...Problem 3P:
Represent each of the following combinations of units in the correct SI form: (a) Mg/ms, (b) N/mm,...Problem 4P:
(b) 350 lb/ft3 to kN/m3, (c) 8 ft/h to mm/s. Express the result to three significant figures. Use an...Problem 5P:
Represent each of the following as a number between 0.1 and 1000 using anappropriate prefix: (a) 45...Problem 6P:
Round off the following numbers to three significant figures: (a) 58 342 m, (b) 68.534 s, (c) 2553...Problem 7P:
Represent each of the following quantities in the correct SI form using an appropriate prefix: (a)...Problem 8P:
Represent each of the following combinations of units in the correct SI form using an appropriate...Problem 9P:
Represent each of the following combinations of units in the correct SI form using an appropriate...Problem 10P:
Represent each of the following combinations of units in the correct SI form: (a) GN m, (b) kg/m,...Problem 11P:
Represent each of the following with SI units having an appropriate prefix: (a) 8653 ms, (b) 8368 N,...Problem 12P:
Evaluate each of the following to three significant figures and express each answer in SI units...Problem 14P:
(212 mN)2, (52 800 ms)2, and [548(105)]1/2 ms.Problem 15P:
is a dimensionality homogeneous equation which gives F in newtons. Determine to three significant...Problem 16P:
To show this, convert 1 Pa = 1 N/m2 to lb/ft2. Atmosphere pressure at sea level is 14.7 lb/in2. How...Problem 17P:
What is the density expressed in SI units? Express the answer to three significant figures.Problem 18P:
Evaluate each of the following to three significant figures and express each answer in SI units...Problem 19P:
If the density (mass/Volume) of concrete is 2.45 Mg/m3, determine the weight of the column in...Browse All Chapters of This Textbook
Chapter 1.6 - General Procedure For AnalysisChapter 2.3 - Vector Addition Of ForcesChapter 2.4 - Addition Of A System Of Coplanar ForcesChapter 2.6 - Addition Of Cartesian VectorsChapter 2.8 - Force Vector Directed Along A LineChapter 2.9 - Dot ProductChapter 3.3 - Coplanar Force SystemsChapter 3.4 - Three-dimensional Force SystemsChapter 4.4 - Principle Of MomentsChapter 4.5 - Moment Of A Force About A Specified Axis
Chapter 4.6 - Moment Of A CoupleChapter 4.7 - Simplification Of A Force And Couple SystemChapter 4.8 - Further Simplification Of A Force And Couple SystemChapter 4.9 - Reduction Of A Simple Distributed LoadingChapter 5.2 - Free-body DiagramsChapter 5.4 - Two- And Three-force MembersChapter 5.7 - Constraints And Statical DeterminacyChapter 6.3 - Zero-force MembersChapter 6.4 - The Method Of SectionsChapter 6.6 - Frames And MachinesChapter 7.1 - Internal Loadings Developed In Structural MembersChapter 7.2 - Shear And Moment Equations And DiagramsChapter 7.3 - Relations Between Distributed Load, Shear, And MomentChapter 7.4 - CablesChapter 8.2 - Problems Involving Dry FrictionChapter 8.4 - Frictional Forces On ScrewsChapter 8.5 - Frictional Forces On Flat BeltsChapter 8.8 - Rolling ResistanceChapter 9.1 - Center Of Gravity, Center Of Mass, And The Centroid Of A BodyChapter 9.2 - Composite BodiesChapter 9.3 - Theorems Of Pappus And GuldinusChapter 9.5 - Fluid PressureChapter 10.3 - Radius Of Gyration Of An AreaChapter 10.4 - Moments Of Inertia For Composite AreasChapter 10.7 - Mohr’s Circle For Moments Of InertiaChapter 10.8 - Mass Moment Of InertiaChapter 11.3 - Principle Of Virtual Work For A System Of Connected Rigid BodiesChapter 11.7 - Stability Of Equilibrium Configuration
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