8/12/2019 Spreadsheet - Steel Design (Common Section)

1/54

P.1 (Ver1.1)

Project: By: Job Ref:

VW

Subject: Rev: Date :

Temporary Pit Excavation --- 6!

Member Checking to Structural Use of Steel 2011 (For Hot Rolled Section)1.0 Design Data Section Mark : Waling / St

1.1 Design Load (All loadings to be factored load)

Fc !"#.! k$ (%&e for 'ension) 0."1* k$ (+arallel to %ais)

M "1.1 k$, (about % ais) - !. k$ (+arallel to -%ais)

M-- 0.11 k$, (about -%- ais)

1.! ffecti&e Lengt

L 1.* ,

L- 1.* ,

1." Stiffener S+acing

a 0 ,,

!.0 Section ro+erties 23 1*!1*!!" (4rade S!5* )

D 1*!.# ,, 6 1!*0 c,#

7 1*!.! ,, 6- #00 c,#

t *. ,, r 8.*# c,' 8. ,, r- ".5 c,

d 1!".8 ,, 9 18# c,"

u 0.# 9- *!.8 c,"

!0.5 S 1! c,"

A !.! c,! S- 0.! c,"

Mass !" kg/,

".0 3lassification

!5* Ma1

b/' 11.1 d/t !1."1 ; 3lass "

#.0 3eck Sear 3a+acit-

Sear in %dir "!.8# k$ (; 0."1*k$ ) (

8/12/2019 Spreadsheet - Steel Design (Common Section)

2/54

P.2 (Ver1.1)

Project: By: Job Ref:

VW

Subject: Rev: Date :

Temporary Pit Excavation --- 6!

d/t !1."1

(Sear 7uckling need not be cecked)

8.0 3eck Mo,ent 3a+acit-

6n -%direction :

0.* @0.8 (Lo sear condition)

3lass " 150.**

#*.1 k$, #8. k$,

; Mc #*.1 k$, (;"1.1k$,) (

8/12/2019 Spreadsheet - Steel Design (Common Section)

3/54

P.3 (Ver1.1)

#$%

rut

8/12/2019 Spreadsheet - Steel Design (Common Section)

4/54

P.4 (Ver1.1)

#$%

8/12/2019 Spreadsheet - Steel Design (Common Section)

5/54

Steel Grade Thk py D/B LE/ry

S235 16 235 1.25 77

S235 4 225 1.33 67

S235 63 215 1.4 5!

S235 ! 215 1.44 55

S235 1 215 1.5 515

S235 15 25 1.67 435

S275 16 275 1.75 41

S275 4 265 1.! 3"5

S275 63 255 2 34

S275 ! 245 2.5 275

S275 1 235 3 225

S275 15 225 4 17

S355 16 355

S355 4 345S355 63 335

S355 ! 325

S355 1 315

S355 15 2"5

S46 16 46

S46 4 44

S46 63 43

S46 ! 41

S46 1 4#235 16 215

#235 4 25

#235 6 2

#235 1 1"

#345 16 31

#345 35 2"5

#345 5 265

#345 1 25

#3" 16 35

#3" 35 335

#3" 5 315

#3" 1 2"5

#42 16 3!

#42 35 36

#42 5 34

#42 1 325

8/12/2019 Spreadsheet - Steel Design (Common Section)

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S$4% 16 235

S$4% 4 235

S$4% 1 215

S$4B 16 235

S$4B 4 235

S$4B 1 215

S$4& 16 235

S$4& 4 235

S$4& 1 235

S$4"B 16 325

S$4"B 4 325

S$4"B 1 2"5

S$4"& 16 325

S$4"& 4 325

S$4"& 1 2"5Gr316SS 1 22

8/12/2019 Spreadsheet - Steel Design (Common Section)

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Uniersal !eams to !S" #art 1 1$$% &' Sections

&a'' Dept( Wi)t( T(ic*ne'' of Secon) &oment Ra)iu' E+a'tic P+a'tic Buc*+in, Tor'iona+ Warpin, Tor'iona+ rea

per of of Web .+an,e of rea of /yration &o)u+u' &o)u+u' Parameter 0n)ex 1on'tant 1on'tant of

De'i,nation metre Section Section xi' x-x xi' y-y xi' x-x xi' y-y xi' x-x xi' y-y xi' x-x xi' y-y 0nertia Section

& ( b ' t u x 2 J

*,m mm mm mm mm cm cm

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0x

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8/12/2019 Spreadsheet - Steel Design (Common Section)

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8/12/2019 Spreadsheet - Steel Design (Common Section)

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Root Dept(

Ra)iu' beteen

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mm mm

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"%$ !336

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8/12/2019 Spreadsheet - Steel Design (Common Section)

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$#" 46#%

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8/12/2019 Spreadsheet - Steel Design (Common Section)

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Uniersal Columns to !S" #art 1 1$$% &' Sections

&a'' Dept( Wi)t( T(ic*ne'' of Secon) &oment Ra)iu' E+a'tic P+a'tic Buc*+in, Tor'iona+ Warpin, Tor'iona+ rea

per of of Web .+an,e of rea of /yration &o)u+u' &o)u+u' Parameter 0n)ex 1on'tant 1on'tant of

De'i,nation metre Section Section xi' x-x xi' y-y xi' x-x xi' y-y xi' x-x xi' y-y xi' x-x xi' y-y 0nertia Section

& ( b ' t u x 2 J

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8/12/2019 Spreadsheet - Steel Design (Common Section)

26/54

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27/54

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