This document is the Indian Standard for foundation bolts. It provides specifications for foundation bolts sized M8 to M72. It specifies requirements for dimensions, tolerances, material, mechanical properties, marking, and other technical supply conditions. Foundation bolts are designed for use in masonry and concrete foundations. The standard specifies a property class of 4.6 and allows for hot-dip galvanized coatings if agreed by the supplier and purchaser. It provides typical shank forms and their dimensions in an appendix. The standard is intended to promote the dissemination of public safety information to disadvantaged communities and those engaged in education and knowledge.
Steel structure: Bolted Connection chapter
A bolt is a metal pin with a head formed at one end and shank threaded at the other in order to
receive a nut. On the basis of load transfer in the connection bolts are classified as:
(a) Bearing Type
(b) Friction Grip Type
There are two types of bearing type bolts, namely,
(i) Unfinished or Black Bolts.
(ii) Finished or Turned Bolts.
The shanks of black bolts are unfinished, i.e., rough as obtained at the time of rolling, while
turned bolts are obtained by turning hexagonal shank to circular shape. The bolt hole diameter is
only 1.5 mm larger than that of the shank in case of turned bolt. These bolts are used in special jobs
like connecting machine parts subject to dynamic loadings. For black bolts, diameter of bolt hole is
larger and are used in most of the work. A black bolt is represented as M16, M20, etc. which means
black bolt of nominal diameter 16 mm, black bolt of nominal diameter 20 mm, etc.
-DESIGN STRENGTH OF BEARING BOLTS
-DESIGN STRENGTH OF HSFG BOLTS IN SHEAR (Vdsf)
-PRINCIPLES TO BE OBSERVED IN THE DESIGN
Design of steel structure as per is 800(2007)ahsanrabbani
It does not offer resistance against rotation and also termed as a hinged or pinned connections.
It transfers only axial or shear forces and it is not designed for moment
It is generally connected by single bolt/rivet and therefore full rotation is allowed
Steel structure: Bolted Connection chapter
A bolt is a metal pin with a head formed at one end and shank threaded at the other in order to
receive a nut. On the basis of load transfer in the connection bolts are classified as:
(a) Bearing Type
(b) Friction Grip Type
There are two types of bearing type bolts, namely,
(i) Unfinished or Black Bolts.
(ii) Finished or Turned Bolts.
The shanks of black bolts are unfinished, i.e., rough as obtained at the time of rolling, while
turned bolts are obtained by turning hexagonal shank to circular shape. The bolt hole diameter is
only 1.5 mm larger than that of the shank in case of turned bolt. These bolts are used in special jobs
like connecting machine parts subject to dynamic loadings. For black bolts, diameter of bolt hole is
larger and are used in most of the work. A black bolt is represented as M16, M20, etc. which means
black bolt of nominal diameter 16 mm, black bolt of nominal diameter 20 mm, etc.
-DESIGN STRENGTH OF BEARING BOLTS
-DESIGN STRENGTH OF HSFG BOLTS IN SHEAR (Vdsf)
-PRINCIPLES TO BE OBSERVED IN THE DESIGN
Design of steel structure as per is 800(2007)ahsanrabbani
It does not offer resistance against rotation and also termed as a hinged or pinned connections.
It transfers only axial or shear forces and it is not designed for moment
It is generally connected by single bolt/rivet and therefore full rotation is allowed
Bolts are widely used as critical load transferring components. Despite the importance to integrity and safety, little attention has been paid to the correct use of bolts and bolting materials.
Bolts are widely used as critical load transferring components. Despite the importance to integrity and safety, little attention has been paid to the correct use of bolts and bolting materials.
Student information management system project report ii.pdfKamal Acharya
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Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
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1. Disclosure to Promote the Right To Information
Whereas the Parliament of India has set out to provide a practical regime of right to
information for citizens to secure access to information under the control of public authorities,
in order to promote transparency and accountability in the working of every public authority,
and whereas the attached publication of the Bureau of Indian Standards is of particular interest
to the public, particularly disadvantaged communities and those engaged in the pursuit of
education and knowledge, the attached public safety standard is made available to promote the
timely dissemination of this information in an accurate manner to the public.
इंटरनेट मानक
“!ान $ एक न' भारत का +नम-ण”
Satyanarayan Gangaram Pitroda
“Invent a New India Using Knowledge”
“प0रा1 को छोड न' 5 तरफ”
Jawaharlal Nehru
“Step Out From the Old to the New”
“जान1 का अ+धकार, जी1 का अ+धकार”
Mazdoor Kisan Shakti Sangathan
“The Right to Information, The Right to Live”
“!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता है”
Bhartṛhari—Nītiśatakam
“Knowledge is such a treasure which cannot be stolen”
“Invent a New India Using Knowledge”
है”ह”ह
IS 5624 (1993): Foundation bolts [PGD 31: Bolts, Nuts and
Fasteners Accessories]
2.
3.
4. IS 5624: 1993
( rl@iT ~WkVJT)
Indian Standard
FOUNDATION BOLTS - SPECIFICATION
( First Revision )
UDC 621’882’6
BUREAU OF INDIAN STANDARDS
MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG
NEW DELHI 110002
August 1993 Price Group 3
( Reaffirmed 1998 )
5. Bolts, Nuts and Fastener Accessories Sectional Committee, LM 14
FOREWORD
This Indian Standard ( First Revision) was adopted by the Bureau of Indian Standards, after the
draft finalized by the Bolts, Nuts and Fastener Accessories Sectional Committee had been approved
by the Light Mechanical Engineering Division Council ( LMDC).
This standard was originally published in 1970. This revision has been made to align the standard
with the latest versions of basic standards related to fasteners.
Foundation bolts are designed for use in masonry, concrete foundation and the like. The form of
the shank is optional but compliance is required for the maximum dimensions specified (space
requirement dimensions ). The standard specifies property class 4.6 for foundation bolts as the bolts
are generally used with this property class. However, due to space constraints, it may be essential to
use bolts having property class higher than 4.6 which shall be subject to agreement between the
purchaser and manufacturer.
Following major changes have been made in this revision:
a) The contents of the standard have been enditorially revised and brought in line with the
new basic standards on fasteners.
b) Shank form design G has been included in the Appendix.
c) Black grade ‘B’ has been replaced with Product Grade C as given in IS 1367 ( Part 2 ) : 1979.
In preparation of this standard assistance has been derived from DIN 529-1986 ‘Masonry and
foundation bolts’ issued by Deutsches Institut fiir Normung ( DIN).
6. IS 5624: 1993
Indian Standard
FOUNDATION BOLTS - SPECIFICATION
( First Revision J
1 SCOPE
1.1 This standard covers the requirements for
foundation bolts in the size range M8 to M72.
2 REFERENCES
The following Indian Standards are necessary
adjuncts to this standard:
IS No.
1363
( Part 3 ) : 1984
1367
(Part 1 ) : 1980
1367
(Part 2) : 1979
1367
(Part 3 ) : 1991
1367
Title ( Part 18 ) : 1979
Hexagon head bolts, screws
and nuts of product grade C:
Part 3 Hexagon nuts ( size
range M5 to M36 ) (second
revision )
1368 : 1987
Technical supply conditions
for threaded steel fasteners:
Part 1 Introduction and
general information (second
revision )
Technical supply conditions
for threaded steel fasteners:
Part 2 Product grades and
tolerance ( second revision )
Technical supply conditions
for threaded steel fasteners:
Part 3 Mechanical properties
and test methods for bolts,
screws and studs with full
loadability ( third revision )
1369 : 1982
2614 : 1969
4218
( Part 5 ) : 1969
4218
(Part 6): 1978
IS No.
1367
(Part 13) : 1983
Title
Technical supply conditions
for threaded steel fasteners:
Part 13 Hot-dip galvanized
coatings on threaded fasteners
( second revision )
Technical supply conditions
for threaded steel fasteners:
Part 18 Marking and mode of
delivery ( second revision )
Dimensions for ends of parts
with external IS0 metric
threads ( third revision )
Dimensions for screw thread
runouts and undercuts
( second revision )
Methods for sampling of
fasteners (Jirst revision )
IS0 Metric screw threads:
Part 5 Tolerances (jirst
revision )
TSO Metric screw threads:
Part 6 Limits of sizes for com-
mercial bolts and nuts
( diameter range 1 to 52 mm )
($rst revision )
3 TECHNICAL SUPPLY CONDITIONS
Dimensions and Preferred
Length-Dia Combination
Material
Table 1
Steel
Tolerances 8g
Thread Indian
Standards
IS 4218 ( Part 5 ) : 1979
IS4218 (Part~6): 1978
Mechanical
Properties
Property Class
Indian Standard
4’6
IS 1367 ( Part 3 ) : 1991”
Tolerance Produce Grade c
Indian Standard IS 1367 ( Part 2 ) : 1979
As produced
or
Finish Hot-dip galvanized,
IS 1367 ( Part 13 ) : 1983, if agreed
between supplier and purchaser.
*Materials other than those specified may be agreed to between the purchaser and the supplier.
1
7. IS 5624 : 1993
4 SHANK FORMS
The form of shank shall be as agreed to between
the purchaser and the supplier. However, some
typical shank forms and their dimensions are
given in Annex A.
5 DESIGNATION
The foundation bolts shall be designated by the
nomenclature, thread size, length and number of
this standard.
Example:
A foundation bolt of thread size M20 and
length 200 mm shall be designated as:
Foundation Bolt M20X200 IS 5624
5.1 When foundation bolts are required/supplied
with hexagon nuts conforming to IS 1363
( Part 3 ) : 1984, letter ‘N’ shall be added after
length, in the designation.
Example:
A foundation bolt of thread size M20,
length 200 mm supplied with hexagon nut
shall be designated as:
Foundation Bolt M2O X 200 N IS 5624
5.2 If ~foundation bolts are to be hot dip
galvanized the word ‘GALV’ shall be added at
the end of the designation.
Example:
A foundation bolt of thread size M20,
length 200 mm and hot dip galvanized
shall be designated as:
Foundation Bolt M20 X 200 IS 5624 GALV
5.3 In addition, type of the shank form required
may also be indicated with the designation.
However, if no shank form is specified in the
designation it shall be at the discretion of the
manufacturer.
6 GENERAL REQUIREMENTS
6.1 In respect of requirements not covered in this
standard, the nuts shall conform to IS 1367
( Part 1 ) : 1980.
7 SAMPLING
7.1 Sampling and criteria for acceptance shall be
in accordance with IS 2614 : 1969.
8 MARKING AND MODE OF DELIVERY
8.1 The marking of bolts and mode of delivery
shall be in accordance with IS 1367 ( Part 3 ) :
1991 and IS 1367 ( Part 18 ) : 1978 respectively.
2
8. IS 5624 : 1993
Table 1 Dimensions and Preferred Length Dia Combinations
( Clause 3 )
All dimensions in millimetres.
SPACE REQUIRED FOR
AINING PART OF SHANK
I I I
, I I I tr-r---l
2500 I I
3200
-- -. -
NOTES:
1 The range of preferred length is indicated by stepped lines. No tolerances have been specified for length 1.
They depend on the respective shapes of the customary bolts.
2 The diameter of the unthreaded shank portion may be either equal to the thread diameter ( normal shank ) or
approximately equal to the pitch diameter ( reduced shank ), at the manufacturer’s discretion.
3 Short dog point or long dog point thread ends shall be according to IS 1368 : 1987, at the manufacturer’s
discretion.
4 Dimension ‘u’ ( incomplete thread ) shall not exceed 2P. P is the pitch of thread.
5 Dimension ‘x’ shall be as specified in IS 1369 : 1982.
6 Tolerahce on 65 + 21’.
0
3
9. IS 5624 : 1993
1
TYPE A
ANNEX A
( Clause 4 )
TYPES AND DIMENSIONS OF TYPICAL SHANK
T
I
L
I9
f
TYPE 6 TYPE C
(FROM Ml61 (HOT FORMED)
I-
TYPE E TYPE F
(UP TO M48) (UP TO M481
*Higher value of y shall be subject to agreement.
g = Straight length.
TYPE D
(UP TO M24)
d
TYPE G
.^.
11. I Standard Mark
1
The use of the Standard Mark is governed by the provisions of the Bureau of Indian
Standards Act. 1986 and the Rules and Regulations made thereunder. The Standard Mark on
products covered by an Indian Standard conveys the assurance that they have been produced
to comply with the requirements of that standard under a well defined system of inspection,
testing and quality control which is devised and supervised by RIS and operated by the
producer. Standard marked products are also continuously checked by BIS for conformity
to that standard as a further safeguard. Details of conditions under which a licence for the
use of the Standard Mark may be granted to manufacturers or producers may be obtained
from the Bureau of Indian Standards.
I
12. Bureau of Indian Standards
BIS is a statutory institution established under the Bureau of Indian Standards Act, 1986 to promote
harmonious development of the activities of standardization, marking and quality certification of goods
and attending to connected matters in the country.
Copyright
BIS has the copyright of all its publications. No part of these publications may be reproduced in
any form without the prior permission in writing of BIS. This does not preclude the free use, in the
course of implementing the standard, of necessary details, such as symbols and sizes, type or grade
designations. Enquiries relating to copyright be addressed to the Director ( Publications >, BIS.
Review of Indian Standards
Amendments are issued to standards as the need arises on the basis of comments. Standards are also
reviewed periodically; a standard along with amendments is reaffirmed when such review indicates that no
changes are needed; if the review indicates that changes are needed. it is taken up for revision. Users of
Indian Standards should ascertain that they are in possession of the latest amendments or edition by
referring to the latest issue of ‘BJS Handbook’ and ‘Standards Monthly Additions’. Comments on this
Jndian Standard may be sent to BJS giving the following reference:
Dot : No. LM 14 (4996 )
Amendments Issued Since Publication
Amend No. Date of Issue Text Affected
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Headquarters:
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Telephones : 331 01 31, 331 13 75
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