NCEES FE Other Disciplines · USA · NCEES
Original practice questions written to the published syllabus · not past papersSizing the parts of farm machines so they do not fail: shafts, keys, joints, springs, bearings, drives and overload devices.
In the exams: GATE AG Section 2 Machine Design (belts, spur gears, shear pins recur); ICAR AICE subject 39 Units 1–2; NCEES PE machinery component design
How our questions for NCEES FE Other Disciplines spread across the units of Machine Design. Difficulty: 12 easy, 8 medium, 2 hard.
| The design process, materials and factor of safety | 6 | |
| Stress concentration and fatigue (Goodman and Soderberg) | 6 | |
| Measurement of force, torque and strain on machine elements | 6 | |
| Springs | 2 | |
| Shafts under combined bending and torsion | 1 | |
| Welded joints | 1 |
Choose an answer, then open the working. Each explanation says why the right answer is right and why the others are not.
Steel with a tensile yield strength of 400 MPa is used for a part in pure shear. According to the distortion energy theory, what is its yield strength in shear?
D. 231 MPa
Distortion energy theory gives Ssy = Syt / sqrt(3) = 0.577 x 400 = 231 MPa. 200 MPa is the maximum shear stress theory value (0.5 Syt). 283 MPa is 400 / sqrt(2), which is not a failure theory result.
Further reading: Budynas & Nisbett, Shigley's Mechanical Engineering Design
A shaft is specified in AISI/SAE 1045 steel. What does the designation tell the designer?
B. It is a plain carbon steel with about 0.45 per cent carbon
In the AISI/SAE four-digit system, the first two digits (10) mean plain carbon steel and the last two give carbon content in hundredths of a per cent (45, so about 0.45 per cent). The number is not a strength, and sulphurised free-cutting grades are in the 11xx series.
Further reading: Budynas & Nisbett, Shigley's Mechanical Engineering Design
A ductile steel part with a sharp groove carries only a steady load. How is stress concentration normally treated in its design?
C. It is usually neglected
Under static load a ductile material yields locally at the notch and the load spreads to the surrounding material, so the peak stress does not cause failure; stress concentration is normally ignored. It must be applied for brittle materials and for all materials under fatigue loading. Kf is never larger than Kt. The reason is that local yielding at the notch redistributes the stress.
Further reading: Budynas & Nisbett, Shigley's Mechanical Engineering Design
Which material behaviour is correct for fatigue design?
A. Steels usually show an endurance limit, while aluminium alloys have no true endurance limit
The S-N curve of steel flattens beyond roughly 10^6 to 10^7 cycles, giving an endurance limit. Aluminium and most non-ferrous alloys keep falling, so a fatigue strength at a stated life (for example 5 x 10^8 cycles) is used. The 0.5 Sut estimate applies to wrought steel.
Further reading: Budynas & Nisbett, Shigley's Mechanical Engineering Design
A single active strain gauge (quarter bridge) with gauge factor 2.0 is excited at 5 V. The part strains by 1000 microstrain. What is the approximate bridge output?
C. 2.5 mV
Quarter bridge: Vo = V GF epsilon/4 = 5 x 2.0 x 0.001/4 = 0.0025 V = 2.5 mV. A full bridge of four active gauges gives about 10 mV, a half bridge 5 mV. 1.25 mV omits the gauge factor.
Further reading: Doebelin, Measurement Systems
Four active strain gauges in a full Wheatstone bridge, each with gauge factor 2.0, measure a strain of 1000 microstrain (two gauges in tension, two in compression, arranged so their outputs add). The excitation is 5 V. What is the approximate output?
C. 10 mV
For a full bridge with four equal active arms of alternating sign, Vo = V GF epsilon = 5 x 2.0 x 0.001 = 10 mV, four times a quarter bridge (2.5 mV). 40 mV multiplies the full-bridge value by 4 again.
Further reading: Doebelin, Measurement Systems
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