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C.R.Narayana Rao Architects & Engineers Rev.0. dtd. 19.04.2004 Page:1of2 Design Checker Name & Signature: Date: Sr.DSE/DSE Name & Signature: Date: Format No.: D Steel Structures Document Code Date : 0 0 Assume diameter of bolt and type of bolt Dia of bolt 0 Permissible stress in bolt = 0 Permissible stress in bolt = 0 0 Strength of bolt in bearing = 0 Bolt value = 0 Strength of plate in axial tension = 0 Number of bolts required to transmit this pull = #DIV/0! Architects & Engineers DESIGN SECTION (STRUCTURAL) Sl.No . Design of bolted connection between two plates Size of the plate = width Thickness Strength of bolt in double shear = 2 x Area of bolt x Permissible stress Strength of plate in axial tension ------------------------------------------------------ -- Strength of hole in bearing Provide bolts mm dia

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Page 1: DS64

C.R.Narayana RaoArchitects & EngineersRev.0. dtd. 19.04.2004Page:1of2

Design CheckerName & Signature: Date:

Sr.DSE/DSEName & Signature:

Date:

DESIGN SECTION (STRUCTURAL) Format No.: DS: 64

Steel Structures Document Code No.:

Sl.No. Design of bolted connection between two plates Date :

Size of the plate = width 0

Thickness 0

Assume diameter of bolt and type of bolt

Dia of bolt 0

Permissible stress in bolt = 0

Permissible stress in bolt = 0

0

Strength of bolt in bearing = 0

Bolt value = 0

Strength of plate in axial tension = 0

Number of bolts required to transmit this pull =

#DIV/0!

Architects & Engineers

Strength of bolt in double shear = 2 x Area of bolt x Permissible stress

Strength of plate in axial tension -------------------------------------------------------- Strength of hole in bearing

Provide bolts mm dia

Page 2: DS64

C.R.Narayana RaoArchitects & EngineersRev.0. dtd. 19.04.2004Page:2of2

Design CheckerName & Signature: Date:

Sr.DSE/DSEName & Signature:

Date:

Format No.: DS: 64

Document Code No.:

Date :

mm

mm

mm

KN

KN

KN

KN

kg/cm2

kg/cm2