## Quick and Dirty Bolt Sizing Calculation.xls

Description:

The following values are required as inputs to the calculation:
1) BOLT GRADE - Enter the two numbers comprise the bolt grade here and the approximate bolt ultimate strength and yield are calculated. The following grades of bolt can be obtained:
grade 10.9 - for high strength duties

2) THREAD FACTOR - The Joint factor determines the amount of bolt pretension achieved for a given tightening torque. It depends upon thread geometry and friction conditions (thread and the nut rotating on the clamped plate). Detailed calculations are possible but you can use the following typical values:

• 0.30 stainless steel bolts
• 0.20 as received bolt (no surface treatment)
• 0.14 molybdenum-disulphide greased bolts
• 0.12 PTFE lubricated bolts

Low Joint Factor means:
• Higher bolt preload for a given tightening torque.

Ω = T / (P x Φ)

3) STIFFNESS FACTOR - When an external load is applied to a pretensioned joint it increases the bolt tension and reduces the contact force between the clampled plates. The stiffness factor determines what proportion of the applied load on the joint increases bolt tension.

Two stiffness terms are important:
• Kb - The stiffness of the tensile loadpath through the bolt.
• Kf - the stiffness of the compressive loadpath through the clamped plates.

The stiffness factor K = Kb/(Kb+Kf).

For a steel bolt clamping steel plates this value is typically 0.24
For a steel bolt clamping Aluminium plates this value is typically 0.41

4) TIGHTENING FACTOR - The tightening factor is the ratio of the minimum preload to maximum preload when a batch of bolts are tested. Bolt pretension varies because of a spread in friction values and precision of tightening method. Some typical values are:

0.481 - Operator "Feel" (accuracy ±35%)
0.600 - Torque Wrench (accuracy ±25%)
0.739 - Angle Torquing or Turn of nut (accuracy ±15%)
0.818 - Load Indicating Washer (accuracy ±10%)
0.905 - Measuring Bolt elongation (accuracy ±5%)
0.980 - Strain Gauges / Ultrasonics (accuracy ±1%)

To assess strength of the bolt a maximum preload is considered but to assess the shear capacity of the joint or the separation load then the minimum preload should be considered.

5) PLATE FRICTION - This is the friction between clamped plates in the bolted joint. Never let a joint slip as this could initiate bolt loosening and loss of joint pretension.

0.15 to 0.25 - Steel On Steel - No treatment
0.18 to 0.30 - Steel On Cast Iron - No treatment
0.12 to 0.18 - Steel On Steel - Machined (Degreased)
0.15 to 0.25 - Steel On Cast Iron - Machined (Degreased)
0.48 to 0.55 - Grit - Sandblasted surfaces

The following values are calculated for M6 to M30 bolt sizes:
6) TIGHTENING TORQUE - The torque applied to the nut of a bolt during assembly of the joint.

Note: Nuts sometime include an anti-loosening feature (nylon inserts or deformable threads). A 'prevailing torque' is required just to rotate the nut on the bolt. The tightening torque equals the total torque applied minus the prevailing torque.

7) MAX BOLT PRELOAD - The bolt preload is the amount of tension that is generated in a bolt when the tightening torque is applied. It equals the contact force between the clamped plates. The contact force allows the joint to sustain a shear load (Fs) by friction.

The maximum pretension set by the calculation procedure so that when the separation load is applied to the joint the stress in the bolt is 95% of yield. This is called 'leak before break' and is good practise for all bolted joints.

8) NOMINAL BOLT SLIP LOAD - This is the nominal slip load shear loads applied to the joint should be below this value.

Note: tensile axial forces (Fa) applied to the joint will reduce the slip load. The lower calculation table considers simulaneous axial (Fa) and shear loads (Fs) on the joint which accounts for this.

9) THE JOINT SEPARATION LOAD - The separation load is the force applied to the joint (Fa) which reduces the contact force between the clamped plates to zero. At this point the joint can sustain no shear load in friction. Never allow joints to separate. Ideally the separation load should always occur just before the bolt yield load.

10) BOLT FATIGUE ENDURANCE LOAD RANGE - Provided the axial force range (ΔFa) applied on the joint is kept below this value. The joint will withstand 2E6 load cycles according to BS7608.

Note: ΔFa =  Famax  - Famin

11) THE BOLT YIELD LOAD - This is the load required to yield the bolt in direct tension. Good bolted joints should never sparate and therefore never yield.

12) THE BOLT SHEAR LOAD - This is the load required to shear through the bolt based on the shear strength of the bolt material. It may only be used to assess an ultimate strength loadcase only. Good bolted joints should carry all shear loads in friction to guard against loosening in service.

For a particular bolt size a joint load diagram is calculated. It requires some additional input:
14) BOLT SIZE - selected from a drop down list.

15) MAX TENSILE LOADCASE - input maximum tension and coincident shear forces applied to the joint for assessment.

16) MAX SHEAR LOADCASE - input maximum shear and coincident tensile forces applied to the joint for assessment.

Demand to capacity ratio's are calculated against:
17) JOINT SEPARATION OR YIELD

18) JOINT SLIP

If further consideration is required then proceed to the detailed bolt calculation.

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Submitted On:
19 Apr 2017
Submitted By:
File Date:
02 Feb 2012
File Author:
John Doyle
File Version:
1.2
File Size:
164.50 Kb
File Type:
xls
544
Rating:
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#4 JohnDoyle 2010-09-14 09:07
Quoting leandrobruno:
Something weird happens when changing bolt grade to other than 8.8
- If you want to raise a question use the 'HELP Forum Link' button above. I'll be happy to address your questions there. What 'weird' thing happens when you change the bolt grade from 8.8?

#3 leandrobruno 2010-09-13 19:06
Something weird happens when changing bolt grade to other than 8.8

#2 suresh_gs 2010-06-23 12:11
Thanks.

#1 jigarmistry82 2009-10-16 03:29
Its amazing file. Its like magic.