Physics, Surveying, Transportation, and Engineering Review

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Comprehensive practice flashcards covering basic Physics (Kinematics/Kinetics), Surveying (Horizontal/Vertical Curves, Errors), Transportation (Pavements, Traffics), and Structural Design (RCD, Steel, Soil Mechanics).

Last updated 4:46 AM on 7/20/26
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20 Terms

1
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In Physics: Kinematics, what is the value of acceleration due to gravity (gg) in SI and English units?

g=9.81m/s2=32.2ft/s2g = 9.81\,m/s^2 = 32.2\,ft/s^2

2
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Under Physics: Kinetics, what are Newton's three laws of motion as defined in the notes?

1st LAW: An object stays at rest unless force is added; 2ND LAW: F=maF = ma; 3RD LAW: One object exerts an equal amount of force to the second object.

3
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What are the values of the coefficient of restitution (ee) for elastic, inelastic, and perfectly inelastic collisions?

Elastic collision: e=1e = 1; Inelestic collision: e=0e = 0; Perfectly Inelastic collision: 0<e<10 < e < 1.

4
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In Physics: Waves, what is the velocity of sound in air (VsoundV_{sound}) used in calculations?

343m/s343\,m/s

5
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In Surveying: Theory of Errors, what is the formula for Residual (vv)?

v=XMPVv = X - MPV

6
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In Surveying: Tape Corrections, how is the sign of the pull correction (Δp\Delta p) determined?

If P2>P1P_2 > P_1, then Δp=+C\Delta p = +C; if P2<P1P_2 < P_1, then Δp=C\Delta p = -C.

7
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What is the difference between Azimuths and Bearings according to the lecture notes?

Azimuths are horizontal angles observed from any reference meridian, while Bearings are acute angles between a reference meridian and the line.

8
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In Surveying: Horizontal Curves, what are the default bases for the Degree of Curvature?

Arc Basis is the default; Chord Basis is the alternative.

9
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In Transportation Engineering, what value is assigned to time (tt) for Safe Stopping Distance (SSD)?

t=2.5sect = 2.5\,sec

10
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What does the abbreviation PIEV stand for in Transportation Engineering?

Perception, Intellectual, Emotion, Volition.

11
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In Construction Engineering, define the relationship for Void Ratio (ee) and Porosity (nn).

Void Ratio (ee) is VvVs\frac{V_v}{V_s}; Porosity (nn) is VvVt\frac{V_v}{V_t}, where 0<n<10 < n < 1.

12
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In Construction Engineering: Production, what is the volume (VV) formula for a conical spoil bank?

V=πD2H12V = \frac{\pi D^2 H}{12}

13
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What are the yield (FyF_y) and ultimate (FuF_u) stresses (MPa) for A36 steel?

Fy=248MPaF_y = 248\,MPa and Fu=400MPaF_u = 400\,MPa.

14
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In RCD Provisions, what are the concrete cover (cccc) requirements for Beams/Columns, Slabs, and Footings?

Beam/Column: 40mm40\,mm; Slab: 20mm20\,mm; Footing: 75mm75\,mm.

15
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In RCD Shear, what is the simplified formula for the shear strength of concrete (VcV_c)?

Vc=0.17λfcbwdV_c = 0.17 \lambda \sqrt{f'_c} b_w d

16
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What is the formula for the Slenderness Ratio (SRSR) in Steel - Compression Members?

SR=KLrSR = \frac{KL}{r}

17
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In Soil - Consistency, what is the Plastic Limit (PLPL) test requirement for thread diameter?

3.2mm3.2\,mm in diameter.

18
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In Geotechnical Engineering, how is Effective Normal Stress (σe\sigma_e) derived?

σe=σTPw\sigma_e = \sigma_T - P_w, where σT\sigma_T is Total Normal Stress and PwP_w is Pore Water Pressure.

19
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In Geotechnical Engineering: Shear, what is the Mohr-Coulomb Failure Criterion formula?

τ=c+σtan(ϕ)\tau = c + \sigma \tan(\phi)

20
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In Geotechnical Engineering: Deep Foundation, how is the Total Capacity (QULTQ_{ULT}) of a pile calculated?

QULT=QB+QFQ_{ULT} = Q_B + Q_F, where QBQ_B is Tip Resistance and QFQ_F is Skin Frictional Resistance.