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A 53/A 53M - 06a <br /> �. N�-. I a <br /> Er Ll W <br /> �L, L4 D <br /> FIG.X3.2 Dimensions of Hand Tight Assembly for Use with Table X3.2 <br /> TABLE X3.2 Basic Threading Data for Standard-Weight Pipe,NPS 8[DN 2001 or Larger,and all Sizes of Extra-Strong and <br /> Double-Extra-Strong Weight Pipe <br /> NOT 1-The taper of threads is 3/4 inJft[62.5 mnJml on the diameter. <br /> Pipe Threads Coupling <br /> NPS DN Specified Num- End of Effective Total Pitch Specified Length. Hand Tight <br /> Desig-Desg- Outside her Pipe to Length, Length, Diameter Outside min, Stand-O6 <br /> nator nator Diameter, per Hand Tight in- (mml in. (mml al Mand Diameter, in. (mm] (Number <br /> in. [mml Inch Plane, Tight Plane, in. [mml of <br /> in. [mml in. Imm] Threads) <br /> D L, Lz L4 E' IN NL <br /> 'A 6 0.405 (10.3] 27 0.1615 [4.10211 0.2638 16 700510.3924 19.96701 0.37360 [9.489441 0.563 114.31 11Aa (271 3 <br /> 'A 8 0.540 (13.71 18 0.2278 (5.7861] 0.4018 [10.20571 0.5946 [15.10281 0.49163 112.48740] 0.719 118.31 1% [411 3 <br /> 8a 10 0.675 [17.11 18 0.240 (6.0961 0.4078 [10-358110.6006 [15.2552] 0.62701 [15.926051 0.875 122.21 1% [411 3 <br /> '6 15 0.840 I21.31 14 0.320 18.1281 0.5337 113.55601 0.7815[19.8501) 0.77843 119.772121 1.063 127.01 2'/e 1541 3 <br /> Y. 20 1,050 126.71 1416 0.339 18.6111 0.5457 [13.86081 0.7935 120.15491 0.98887 [25.117301 1.313 [33.41 216 [547 3 <br /> 1 25 1.315 133.41 11 0.400 (10.1601 0.6828 117.34311 0.9B45 125.00631 1.23863 (31,461201 1.578 (40.01 2% [671 3 <br /> 11/4 32 1.660 [42.21 1114 0.420 [10.6681 0.7068 (17.95271 1.0085(25.61591 1.58338 (40.217651 2.054 (52.21 23: (70] 3 <br /> 1Va 40 1.900 (48.31 1116- 0.420 [10.668] 0.7235 (18.37691 1.0252 126.04011 1.82234 [46.287441 2.200 [55.91 284 [701 3 <br /> 2 50 2.375 [60.31 111/2 0.436 111.0741 0.7565 (19.21511 1.0582 126.8783] 2.29627 [58.325261 2.875 [73.01 21A (731 3 <br /> 2'6 65 2.875 [73.01 8 0.682 [17.3231 1.1375 128.89501 1.5712 139.90851 2.75216 170.158661 3.375 (85.71 4'h [1051 2 <br /> 3 80 3.500 [88.91 8 0.766 (19.4561 1.2000 130.48001 1.6337 [41.49601 3.38850 [86.0679D) 4.000 [101.61 41A [1081 2 <br /> 316 90 4,000 (101.61 8 0.821 (20-8531 1.2500 [31.75001 1.6837 142.76601 3.88881 (98.775771 4.625 1117.51 4% [111) 2 <br /> 4 100 4.500 1114.31 8 0.844 (21.4381 1.3000 133.0200117337144.03601 4.38713 1111.433101 5.200 [132.1) 416 [1141 2 <br /> 5 125 5.563 1141.31 8 0.937 [23.8001 1.4063 [35.7200118400146.73601 5.44929 [136.412001 6.296 [159.91 4% 11171 2 <br /> 6 150 6.625 (168.31 8 0.958 [24.3331 1,5125 138.41751 1.9462 149.43351 6.50597 [165.251641 7.390 1187.71 416 [1241 2 <br /> a 200 8.625 (219.11 8 1.063 (27.0001 1.7125 (43.49751 2.1462 [54.51351 8.50003 (215.900761 9.625 (244,51 5%4 11331 2 <br /> 10 250 10.750 (273.01 8 1210 [30.7341 1.9250 [48.895012.3587159.91101 10.62094 1269.771881 11.760 (298.41 58'4 17461 2 <br /> 12 300 12.750 (323.81 8 1.360 (34.5441 2.1250 (53.97501 2.5587 [64.99101 12.61781 [320.492371 14.000 (355.61 6'6 11563 2 <br /> 14 350 14.000 (355.61 8 1.562 [39.6751 2.2500 [57.15001 2.6837 168.16601 13.87263 1352.364801 15.000 1381-01 6% 11621 2 <br /> 16 400 16.000 [406.41 8 1.812 146.0251 2.4500 [62.2300] 2.8837[73.24601 15.87575 [403.244051 17.000 (4321 61/4 11711 2 <br /> 18 450 18.000 [4571 8 2.000 [50.800] 2.6500 [6231001 3.0837 [79.32601 17,87500 (454.025001 19.000 14831 T6 [1811 2 <br /> 20 500 20.000 15081 8 2.125 153.9751 2.8500 (72.3900]3.2837 (83.40607 19.87031 (504.705671 21.000 (5331 7% [194] 2 <br /> X4. ELONGATION VALUES <br /> X4.1 Tabulated in Table X4.1 are the minimum elongation <br /> values in inch-pound units,calculated using the equation given <br /> in Table 2. <br /> TABLE X4.1 Elongation Values <br /> Specified Wall Thickness,in. Elongation in 2 in.,min,% <br /> Tension Test Specimen Specified Minimum Tensile Strength,psi <br /> Area,A.in? 1-in. 1'/rin. 60 000 <br /> 8a•i <br /> Specimen Specimen Specimen 48 000 <br /> 0.75 and0.994 and Ogre and <br /> 0.497 and 36 30 <br /> ter greater <br /> greater greater grea <br /> 36 29 <br /> 0.74 0.980-0.993 0.735-0.745 0.490-0.496 36 29 <br /> 0.73 0.967-0.979 0.726-0.734 0.484-0.489 29 <br /> 36 <br /> 0.72 0.954-0.966 0.715-0.725 0.477-0.483 36 29 <br /> 1 0.941-0.953 0.706--0.714 0.471-0.476 36 29 <br /> 0.71 <br /> 0.927-0.940 0.695-0.705 0.464-0-470 29 <br /> 0.686-0.694 0.457-0.463 36 <br /> 0.914-0.926 29 <br /> 0.69 0.675-0.685 0.450-0.456 35 <br /> 0.66 0.900-0.913 35 29 <br /> 0.67 0.887-0.899 0.666-0.674 0.444-044 <br /> . 9 35 29 <br /> 0.66 0.874-0.888 0.655-0.665 0.437-0.443 <br /> 19 <br />