B31.3 Flashcards

1
Q

300.1 Scope

Rules for the Process Piping Code Section B31.3 have been developed considering piping typically found in petroleum refineries;

Pharmaceutical, textile, paper, oreprocessing, semiconductor, and ____1____; food and beverage processing facilities; and related processing ____2___ and ____3____.

A

1)cryogenic plants

2)plants

3)terminals

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2
Q

301.3.1 Design Minimum Temperature.

The design minimum temperature is the ___1___ ____2____ temperature expected in service

A

1)lowest

2) component

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3
Q

301.5 Dynamic Effects

301.5.1 Impact.

Impact forces caused by external or internal conditions (including changes in flow rate, hydraulic shock, liquid or solid slugging, flashing, and geysering) shall be taken into ___1___ in the design of __2___.

A

1)account

2) piping

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4
Q

301.5.2 Wind.

The effect of __1___ loading ___ __ ____2_____ ______ in the design of exposed piping

A

1) wind

2)shall be taken into account

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5
Q

301.5.3 Earthquake.

The effect of ____1_____ loading _______1________ in the design of piping

A

1)earthquake

2)shall be taken into account

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6
Q

301.5.4 Vibration.

Piping shall be designed, arranged, and supported to eliminate excessive and harmful effects of vibration that may arise from such sources as impact, _______1______, ______ ____2__ _____, resonance in compressors, external vortex shedding (e.g., wind), and acoustically induced vibration.

A

1)pressure pulsation

2)turbulent flow vortices

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7
Q

301.6.1 Live Loads.

These __1___ include the weight of the medium ____1____ or the medium used for test. Snow and ice loads due to both ____3_____ and operating conditions shall be considered.

A

1) loads

2)transported

3)environmental

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8
Q

301.6.2 Dead Loads.

These __1__ consist of the weight of piping ____2____, components, andother superimposed permanent __1__ ____3____ by the piping.

A

1)loads

2)insulation

3)supported

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9
Q

302.3.3 Casting Quality Factor, Ec

(a) General. The casting quality factors, Ec,

defined herein shall be used for cast _____1____ not having ______2-_____ ratings established by standards in Table 326.1.

A

1)components

2)pressure–temperature

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10
Q

(b) Basic Quality Factors. Castings of __1__ and _________2 ____, conforming to listed specifications, are assigned a basic casting quality factor, Ec, of 1.00 (due to their conservative allowable stress basis).

A

1) gray

2)malleable iron

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11
Q

(c) Increased Quality Factors. Casting quality factors may be increased when _____1____ examinations are ___2____ on each ___3___.

A

1)supplementary

2)performed

3)casting

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12
Q

302.3.4 Weld Joint Quality Factor, Ej

(a) BasicQuality Factors. Theweld _______1_____, tabulated in Table A-1B are basic ____1____ for straight or spiral(helical seam) welded joints for pressurecontaining ___3____.

A

1)joint quality factors

2)factors

3)components

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13
Q

(e) Weld Joint Strength Reduction Factor. ​The weld joint strength reduction factor, W, is the __1__ of the nominal stress to cause ___2___ of a weld joint to that of the corresponding base material for an elevated temperature condition of the same duration. It only applies at weld locations in ____3____or spiral (helical seam) welded piping components.

A

1) ratio

2)failure

3)longitudinal

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14
Q

302.5 Mechanical Strength

(a) Designs shall be checked for adequacy of ________1______ under applicable loadings. When necessary, the wall thickness shallbe increased to prevent overstress, damage, ___2___, or buckling due to superimposed loads from supports, ice ____3____, backfill,transportation, handling, or other loads enumerated in para. 301.

A

1)mechanical strength

2)collapse

3)formation

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15
Q

(b) Where increasing the thickness would excessively increase local stresses or the risk of _____1______, or is otherwise impracticable, the impact of applied loads may be mitigated through additional ____2____, ___3___, or other means without requiring an increased wall thickness.

A

1)brittle fracture

2)supports

3)braces

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16
Q

308.2.1 Slip-On Flanges

(a) A ___-__ 1_____shall be ___2___-______ as shown in Figure 328.5.2B when the___3___ is

A

1)slip-on flange

2)double-welded

3) service

17
Q

(1) subject to severe ____1____, crevice ___2___, or ___3__ loading

A

1)erosion

2)corrosion

3)cyclic

18
Q

(2) ___1___, __2__, or damaging to ___3__ tissue

A

1)flammable

2)toxic

3)human

19
Q

(3) __1___ severe __2___ conditions

A

1)under

2)cyclic

20
Q

(4) at ______1_____ below __2__ (−150°F)

A

1)temperatures

2)−101°C

21
Q

(b) The use of slip-on flanges should be ___1___ where many large ____2_____ cycles are ____3___, particularly if the flanges are not insulated.

A

1)avoided

2)temperature

3)expected

22
Q

308.2.4 Flanges for Severe Cyclic Conditions.

Unless it is safeguarded, a flange to be used under ____1_____ conditions shall be welding neck conforming to ASME ___2__ or ASME ___3___, or a similarly proportioned flange designed in accordance with para. 304.5.1.

A

1)severe cyclic

2)B16.5

3)B16.47

23
Q

309.2 Specific Bolting

309.2.1 Low Yield Strength Bolting. ___1___ having not more than ___2___ (30 ksi) specified minimum yield strength shall not be used for flanged joints rated ASME __3__ Class 400 and higher, nor for flanged joints using metallic gaskets, unless calculations have been made showing adequate strength to maintain joint tightness.

A

1)Bolting

2)207 MPa

3)B16.5

24
Q

309.2.2 Carbon Steel Bolting.

Except where limited by other provisions of this Code, carbon steel bolting may be used with ____1____ gaskets in flanged joints rated ASME B16.5 Class 300 and lower for bolt metal temperatures at___2___ to ___3__ (−20°Fto400°F), inclusive.

A

1)nonmetallic

2)−29°C

3)204°C

25
**309.2.4 Bolting for Severe Cyclic Conditions**. Low yield \_\_\_1\_\_\_ bolting (see para. 309.2.1) shall not be used for \_\_\_2\_\_\_ joints under severe \_\_\_3\_\_ conditions.
**1) strength** **2)flanged** **3)cyclic**
26
**309.3 Tapped Holes** ## Footnote \_\_\_\_\_1\_\_\_\_\_ for \_\_\_\_\_\_2-\_\_\_\_\_ bolting in metallic piping components shall be of sufficient depth that the thread engagement will be at least seven-eighths times the nominal thread \_\_\_3\_\_\_\_.
**1)Tapped holes** **2) pressure-retaining** **3)diameter**
27
**PART 4 FLUID SERVICE REQUIREMENTS FOR PIPING JOINTS** ## Footnote **310 GENERAL** Piping joints shall be selected considering joint tightness and \_\_\_2\_\_\_ strength under expected service and test conditions of pressure,\_\_\_\_3\_\_\_\_ , and \_\_\_\_\_3\_\_\_\_ . See para. 302.5.
## Footnote **1)mechanical** **2)temperature** **3)external loading**
28
**311.2 Specific Requirements** ## Footnote **311.2.1 Backing Rings and Consumable Inserts** **(a)** If a backing \_\_1\_\_ is used where the resulting crevice is detrimental (e.g., subject to corrosion, \_\_\_\_2\_\_\_, or \_\_\_\_\_3\_\_\_\_\_ conditions), it should be removed and the internal joint face ground smooth.
**1)ring** **2)vibration** **3)severe cyclic**
29
**(b)** Split backing \_\_1\_\_ shall not be used under severe \_\_2\_\_ \_\_\_3\_\_\_\_.
**1) rings** **2)cyclic** **3)conditions**
30
**311.2.2 Socket Welds** **(a)** \_\_\_\_\_1\_\_\_\_\_ joints (para. 328.5.2) should be **avoided** in any service where crevice \_\_\_\_2\_\_\_ or severe \_\_\_3\_\_\_ may occur.
**1)Socket welded** **2) corrosion** **3)erosion**
31
**(c)** Socket \_\_1\_\_\_ larger than \_\_\_\_2\_ (NPS 2) shall not be used under severe \_\_\_\_\_3\_\_\_\_\_\_.
**1) welds** **2)DN 50** **3)cyclic conditions**
32
**311.2.3 Fillet Welds** ## Footnote **(a)** Filletwelds in accordance with para. 328.5.2 maybe used as \_\_\_1\_\_ welds to attach socket welding \_\_\_2\_\_\_\_ and slip-on \_\_\_3\_\_\_.
**1)primary** **2)components** **3)flanges**
33
**311.2.4 Seal Welds**. ## Footnote \_\_\_\_1\_\_\_\_ (para. 328.5.3) may be used only to \_\_\_2\_\_\_ leakage of \_\_\_3\_\_\_ joints and shall not be considered as \_\_\_\_3\_\_\_\_ any strength to the joints.
**1)Seal welds** **2)threaded** **3) contributing**
34
**312.1 Joints Using Flanges of Different Ratings** ## Footnote Where \_\_\_1\_\_\_ of different ratings are bolted together, the \_\_\_2\_\_ of the joint shall not exceed that of the lower rated \_\_\_3\_\_.
**1)**flanges ## Footnote **2)rating** **3)flange**
35
**312.2 Metal to Nonmetal Flanged Joints** ## Footnote Where a \_\_\_\_\_\_1\_\_\_\_ e is bolted to a nonmetallic flange, both should be \_\_\_\_-2\_\_\_\_. A \_\_\_-3\_\_\_\_ gasket is preferred
**1) metallic flang** **2) flat-faced** **3)full-faced**
36
**313 EXPANDED JOINTS** ## Footnote **(a)** \_\_\_\_1\_\_\_\_\_\_\_shall not be used \_\_\_2\_\_ severe \_\_\_3\_\_\_ conditions.
**1)Expanded joints** **2)under** **3)cyclic**
37
**314 THREADED JOINTS** **314.1 General** (a) \_\_\_\_\_1\_\_\_\_\_ should be avoided in any service where crevice \_\_\_2\_\_\_, severe erosion, or \_\_\_3\_\_ loading may occur.
**1)Threaded joints** **2)corrosion** **3)cyclic**
38
**(b)** When \_\_\_\_\_\_1\_\_\_\_\_ are intended to be seal welded, thread sealing \_\_\_1\_\_\_ shall not be\_2\_.
**1)threaded joints** **2)compound** **3)used**