Other Charts and Tables - easycalculation

Earthquake Magnitude TNT Equivalent Table; IPV6 Subnetting Chart; Untouchable Numbers Chart; Chinese Gender Chart; Heat Index Chart; Bolt Torque Table; SAE Grade 2 Bolt Torque Chart; Bolt Torque Chart; ASTM A449 / SAE GRADE 5 Bolt Torque Chart; ASTM A490 Bolt Torque Chart; ASTM A354-BD / SAE GRADE 8 Bolt Torque Chart; ASTM A193 B7 Bolt Torque Chart

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ASTM A490 - Portland Bolt

Apr 05, 2019 · Note In 2016, ASTM A490 was officially withdrawn and replaced by ASTM F3125, in which A490 now becomes a grade under the F3125 specification. The F3125 specification is a consolidation and replacement of six ASTM standards, including; A325, A325M, A490, A490M, F1852, and F2280. We are choosing to keep this technical information about the now obsolete A490

TYPE 1 Medium carbon and alloy steel.

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2 Hex & Heavy Hex Bolt Torque Chart.rtf

Sep 02, 2019 · J429, ASTM A307, A325, A354, A449, and A490. This chart of estimated torque calculations are only offered as a guide. Use of its content by anyone is the sole responsibility of that person and they assume all risk. Due to many variables that affect the torque-tension relationship like human error, surface texture, and lubrication the only way

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Bolt Torque Chart - Portland Bolt

Bolt Torque Chart. Bolt Torque Chart. Calculate Torque. Grade Finish Diameter Calculate Torque ? ft. lbs. Suggested Starting Values. The below estimated torque calculations are only offered as a guide. Use of its content by anyone is the sole responsibility of that person and they assume all risk. astm a490 bolt torque chart easycalculation ASTM A490. Bolt Size TPI Tension (lbs astm a490 bolt torque chart easycalculation

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Specification for Structural Joints Using ASTM A325 or astm a490 bolt torque chart easycalculation

Section 6.2.1 was modified to permit the use of A490 type bolts, with round heads equal or larger in diameter than ASTM F1852 heads, without F436 hardened washers. Table 6.1, footnote d, was added to clarify use of non-hardened plate washer to be used in conjunction with an ASTM

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Structural Bolts - ASTM A325 & ASTM A490 AALL

Nuts and washers used in a structural joint with heavy hex structural bolts must also meet appropriate standards. Falling under ASME B18.2.6 dimensional standard, there are two chemical and mechanical designations for structural nuts; ASTM A563 and A194.The chemical and mechanical designation for structural washers is ASTM F436. How to Designate a Heavy Hex Structural Bolt:

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TORQUE-TENSION REFERENCE GUIDE - Fastenal

TORQUE-TENSION REFERENCE GUIDE Printed in U.S.A. Supply Part Number 9702365 AS 06/14 Torque Poster For additional technical information, contact Fastenal Engineering at [email protected] Nominal Dia. (in.) Threads per inch 307A ASTM A307 Grade A SAE J429 Grade 5 SAE J429 Grade 8 F N L G 9 FNL Grade 9 Clamp Load (Lbs.) Tightening astm a490 bolt torque chart easycalculation

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Bolt Torque Charts - AFT Fasteners

ASTM A490 Tension (lbs) Tightening Torque Range (ft bls)(Min - Max) Bolt Size TPI Min. Max. Lubricated Plain 1/2" 13 15,000 18,000 63 - 75 125 - 150 5/8" 11 24,000 29,000 125 - 151 250 - 302 3/4" 10 35,000 42,000 219 - 263 438 - 525 7/8" 9 49,000 59,000 357 - 430 715 - 860 1" 8 64,000 77,000 533 - 642 1,067 - 1,283 1-1/8" 7 80,000 96,000 750 - 900 1,500 - 1,800 1-1/4" 7

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2 Hex & Heavy Hex Bolt Torque Chart.rtf

Sep 02, 2019 · J429, ASTM A307, A325, A354, A449, and A490. This chart of estimated torque calculations are only offered as a guide. Use of its content by anyone is the sole responsibility of that person and they assume all risk. Due to many variables that affect the torque-tension relationship like human error, surface texture, and lubrication the only way

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ASTM F3125-A490 - Precision Bolts

ASTM A490 (F3125) Structural bolts, steel, heat treated, 150 ksi minimum tensile strength. The ASTM A490 specification cover quenched and tempered, alloy steel, heavy hex structural bolts from 1/2 diameter through 1-1/2 diameter with a minimum 150 ksi tensile.

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Bolt Torque Charts - AFT Fasteners

Proof load, stress area, yield strength, and other data is based on IFI 7th Edition (2003) Technical Data N-68, SAE J429, ASTM A307, A325, A354, A449, and A490. These torque calculations are estimates and are only offered as a guide.

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Metric Bolt Grade

TPI Proof Load (KN) Clamp Load (KN) Waxed . Galv Plain . 1/4 20 12 9 5 15 11 5/16 18 20 15 12 30 23 3/8 16 29 22 20 53 42

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Bolt Torque Calculator - Determining Proper Torque to Bolt astm a490 bolt torque chart easycalculation

Bolt diameter Minimum tensile strength ASTM A325. Standard specification for structural bolts, steel, heat-treated. ½ to 1 in. >1 to 1½ in. 120,000 psi. 105,000 psi. ASTM A490. Standard specification for structural bolts, alloy steel, heat-treated. ½ to 1½ in. 150,000 psi. ASTM A193 B7

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Asme bolt torque calculation

Asme bolt torque calculation. When tightening a fastener with a torque wrench, which is one of the easiest and most common methods, the fastener is considered to be properly tightened once the specified torque is achieved. 15 Target torque calculation according to ASME PCC-1 Appendix J. B7 is required for flange joint material with nut factor of 0.

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FASTENER REFERENCE GUIDE

3. ASTM A194 2H heavy hex nuts may be substituted for ASTM A563 DH heavy hex nuts. 4. Grade 2 requirements for sizes 1/4 through 3/4 in apply only to bolts and screws 6 in. and shorter in lengths. For bolts and screws longer than 6 in. Grade 1 requirements shall apply. 307A 307B A325 A449 BC BD A490

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TIGHTENING TORQUES FOR IMPERIAL (U.S.) BOLTS of

MATERIAL Sy (KSI) LUBR. µ TIGHTENING TORQUE in Lbs·ft Multiply by 1.356 to obtain N*m astm a490 bolt torque chart easycalculation ASTM A490 130 NL 0.20 14 28 50 81 123 177 245 435 700 1050 1488 2100 2752 3654 4525 5762 7021 8661 12666 17328 23519 31030 astm a490 bolt torque chart easycalculation As = stress area of bolt, in in² n = no. threads / in. F = tensile force , in Lbs C = TIGHTENING TORQUE, IN N*m astm a490 bolt torque chart easycalculation

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Specification for Structural Joints Using ASTM A325 or astm a490 bolt torque chart easycalculation

Section 6.2.1 was modified to permit the use of A490 type bolts, with round heads equal or larger in diameter than ASTM F1852 heads, without F436 hardened washers. Table 6.1, footnote d, was added to clarify use of non-hardened plate washer to be used in conjunction with an ASTM

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TORQUE-TENSION REFERENCE GUIDE - Fastenal

TORQUE-TENSION REFERENCE GUIDE Printed in U.S.A. Supply Part Number 9702365 AS 06/14 Torque Poster For additional technical information, contact Fastenal Engineering at [email protected] Nominal Dia. (in.) Threads per inch 307A ASTM A307 Grade A SAE J429 Grade 5 SAE J429 Grade 8 F N L G 9 FNL Grade 9 Clamp Load (Lbs.) Tightening astm a490 bolt torque chart easycalculation

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Torque Chart ASTM A325 - A325 Structural Bolts ASTM

ASTM If you are working with A325 structural bolts on a regular basis, we strongly recommend purchasing a copy of the ASTM A325 specification from ASTM International. ASME ASME B18.2.6 covers dimensional standards for A325 heavy hex structural bolts RCSC The Research Council on Structural Connections is a non-profit, volunteer organization whose research projects serve to

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AISC -STRUCTURAL BOLTS-FABRICATOR/ERECTOR &

Dec 12, 2018 · ASTM-A490 (Structural bolts)-Fully tensioned & snug tight-70% of tensile strength of bolt ASTM-A307 (Common type of bolt-Machine bolt/Unfinished bolt) In general A connections with a few large diameter fasteners costs less than one of the same capacity with many small diameter fasteners, The fewer the number of holes to be formed and the less astm a490 bolt torque chart easycalculation

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Submittal data - A325 & A490 Structural Bolts - BuildSite

A325 & A490 Structural Bolts is a product in the Mechanical Metal Fasteners category. Find submittal-ready datasheets, SDS, specs, ICC-ES reports. Submittal data - A325 & A490 Structural Bolts - BuildSite

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6.6 Methods for Fully Tensioned Installation American astm a490 bolt torque chart easycalculation

In 1951, the first RCSC Specification incorporated a table of standard torque values for the installation of fully tensioned high-strength bolts. However, depending upon the condition of the threads, it was demonstrated that the resulting installed tension varied by as much as plus or minus 40 percent.

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