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6-EB

REV - 0

DATE: 15-June-2016

TYPE-1

DESIGN CALCULATIONS REPORT OF SSTRUCTURE

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TABLE OF CONTENTS

Sr N! De"#r$%&$!n

1 General Information

2 Loading Data

' Load Combination & Codes

( STAAD Design Input

5 STAAD Design Output

6 Connection Design

) Fixing Anchor Design

* Conclusion

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GENERAL INFOR+ATION

Steel lements are meant to support framing of architectural elemen

mentioned belo!"

These steel elements are meant to !ithstad impact of !ind load at a

!ind speed % '"( m)s* ha$ing 's gust e#ect as per design code

Steel elements are ha$ing +in" F, % (-. /)mm(Steel connectors bet!een steel elements are +in" of Grade 0"0 bolts

& !elds !ith F, % ((1 /)mm(

Steel Connectors !ith concrete is Anchor bolts from +2T

Grade of concrete is +in" of C'. 3Fc4 % '. /)mm(5

Concrete is considered to be Crac4ed t,pe"

Loadings are accounted as actual and forces and stresses are conside

per load combinations from design code

Soft!are used for design anal,sis are STAAD"6ro & +2TOther connection chec4s are as per design code $alues

STANDARD ,EIGT OF CLADDING PANELS

DESCRIPTION +ATERIAL UNIT ,EIGT

./3

+ullion Aluminum

Transom Aluminum

Lou$er 7lade Aluminum (8

DESCRIPTION +ATERIAL UNIT ,EIGT

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Gla9ed C: '1mm thic4 glass 1

Glass 7ox Glass (.

Alum" 6anel Aluminum (1

6ol,carbonate 6ol,carbonate '.

Corton Steel Steel '.

G;C 6anel concrete ..

Terracota tiles 0.

Ceramic Slab Ceramic 0.

Limestone Stone 0.

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Graphic concrete Concrete 0.

DESCRIPTION +ATERIAL UNIT ,EIGT

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Insulation 10

7ac4span Cladding '1mm thic4 glass 8"(

7rac4ets & Accessories