Top Banner
ر ی ت صات خ ش مB1210 ر ی ت اسه ن ش5 Story ه ق ب طPG12 Section Name ع ط ق م ام ن2400 ولاد ف م ی سل ت ش) ن+ ت680 Z ک ن ست لا1 ن ع ط ق ماس اس38 ر ی ت4 ان اع ج ف ت ار30 ال ن رض ع1.5 ال ن ت م ا خ ض0.8 4 ان ج ت م ا خ ض45 ی ش کش ال ن ت ح سا م30.4 4 ان ج ت ح سا م4 ون ت ش صات خ ش مC128 4 ون ت ش اسه ن شBOX187 Section Name ع ط ق م ام نBox Type of Column 4 ون ت ش وع ن2400 ولاد ف م ی سل ت ش) ن+ ت30 2 ورق ت م ا خ ض امه رن ب ده نس ت و ن: orakel d (cm) 4 ون ت ش عد ت) ( صال ی ات ا ن ش در را"F" _"y" "b" _"f" "t" _"f" "t" _"w" "F" _"y" "A" _"f" ")cm" ^"2" "(" "A" _"w" ")cm" ^"2" "(" "d" _"c" (cm) "t" _"c" (cm)
22

design rigid beam on base iran code

Dec 17, 2015

Download

Documents

ramin005

design rigid beam on base iran code
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript

sheet1 : orakel

B1210 5StoryPG12Section Name 2400 680Z 38d (cm) 30 1.5 0.8 45 30.4 C128 BOX187Section Name BoxType of Column 2400 30 ( )2

"F" _"y" "b" _"f" "t" _"f" "t" _"w" "F" _"y" "A" _"f" "(cm" ^"2" ")""A" _"w" "(cm" ^"2" ")""d" _"c" (cm)"t" _"c" (cm)

sheet2 Type of Design Method of Design C12-1No.Connection 3700 2400 ( A325 ) 8000 0.85 1 4900

Type of Connection
parand: 10-3-5-3 : .30 833
parand: 10-2-10-10 : 24mm : d+3mm

24mm : d+2mm

"F" _"u" ( "kg" /"cm" ^"2" ")""F" _"y" ( "kg" /"cm" ^"2" ")""F" _("u" )( "kg" /"cm" ^"2" ")""F" _"ue" ( "kg" /"cm" ^"2" ")""d" _"f" (m)"n""D" _"bolt" =" d" _"bolt" +2 mm"d" _"bolt" (mm)

sheet3

Type of Frame 0.60

10.25L (m)
parand: " "1.54W (ton/m)
parand: Etabs :Display / Show Member Forces / Frame . "Equivalent Loads" 9.05 6.98 18.77 9.5 10.4 17.2 8.9 7.59

42.00 55.08 -13.08 2 ERROR:#NUM! -4.54 0.06 ERROR:#NUM!
parand: 10-1-10-2 87

ERROR:#NUM! 10-1-10-2 87 15a= %70 t (mm) ERROR:#NUM! 10-1-10-2 87 1325 ERROR:#NUM!

45 0.4 1.2 10
parand: . 5 10 . .

2 44000 1.538 235770 88004.8 81.7 115.6 1(mm) 130.4 5(mm) 10-1-10-2 87 174.22 6(mm) 10-1-10-2 87 2(mm) 5(mm) 10-1-10-2 87 10(mm)

0.8
parand: AISC Design Guide 4 12
parand: sheet4

12cm20.0
parand: 10 - 3 - 7 () 87

5(mm) 10-1-10-2 87 6(mm) 10-1-10-2 87 20cm 4

"L" _"1" "= 0.5d" ~"1d" (m)"L" _"h" = L-2"L" _"1" (m)"V" _"ES" = "V" _"0" + "W" "L" _"1" (ton)"M" _"exp" = "Z" _"b" "1.15" "F" _"y" (ton.m)

" V" _"0" =" ( " ("1.2" "M" _"exp" )/"L" _"h" ") + (" ("W" "L" _"h" )/"2" ") "(ton)"V" _"d" " = " "V" _"ES" " W" "d" _"f" (ton)"M" _"d" = "M" _"ES" " " "V" _"d" " " "d" _"f" " ( " ("w" "d" _"f" ^"2" )/"2" ")" (ton.m)"V = " "WL" _"h" /"2" (ton)"M" _"ES" = 0.6" M" _"exp" "+" " V" _"0" "L" _"1" "+ (" ("W" "L" _"1" ^"2" )/"2" ")"(ton.m)

"L" _"1" " "+ 0.5d "d" _"f" (m)"F = " "M" _"ES" /("d+2" "t" _"f" )(ton)"b" _"3" =( ("T" _"2" "" )/"2R" _"w " ")+50mm"t (cm)"b" _"1" = "T" _"2" /("0.6" "F" _"y" "t" )(cm)"t" _"st" = "t" _"w" (cm)"h" _"st" = "ED+P" _"f" (cm)"L" _"st" " = " "h" _"st" /"tan" "30" (cm)"L" _"c" = d -5 ~ "3" /"4" d (cm)"t" _"c" "3" /"2" "V" _"ES" /("L" _"c" "0.4" "F" _"y" ) (cm)(cm)"b" _"c" =Min {("10t" _"c" @"10 " )(cm)"T" _"c" = "V" _"ES" /"2" "(" "b" _"c" " - " "b" _"c" ^"2" /("2b" _"c" "+" "L" _"c" )) J =" I" _"x" + "I" _"y" ("cm" ^"4" )" f" _"r" " ="("f" _"tx" ^"2" "+" "(" "f" _"vy" "+" "f" _"ty" ")" ^"2" )"a"="f" _"r" /"0.7070.3F" _"ue" "T" _"1" = "0.6" "F" _"y" " " "A" _"f" (ton)"T" _"2" = "F -" _"1" (ton)"R" _"w" ="(0.3" "F" _"ue" ")"(cos45)(a)"b" _"1" _"c" 0.5d" b" _"3" " d""a" _"min" "" " a a" _"max" "X" "=" "b" _"c" ^"2" /("2" "b" _"c" "+" "L" _"c" )"M"="V" _"ES " (" b" _"c" "" ("X " ))"f" _"v" "= " "V" _"ES" /("2" "L" _"c" )"f" _"b" " = " "3M" /"L" _"c" ^"2" " f" _"r" " ="("f" _"v" ^"2" "+ " "f" _"b" ^"2" )"a"="f" _"r" /"0.7070.3F" _"ue" "t" _"w" ("3" "V" _"ES" )/("0.4" "F" _"y" "d" ) " "(cm)"a" _"min" "" " a a" _"max" "b" _"3" _"2" "d" _"f" "L" _"1" "+0.5d " "L" _"st" "b" _"2" _"f" -4cm"b" _"2" = "T" _"2" /("0.6" "F" _"y" "t" )(cm)

Sheet4

6 6
parand: 264 ( 82) 6-5-1 7

0 ( )5.25 9.0
parand: 10-1-10-3 () 87

6.8 12.5 30 65 15

5 "P" _"f" 7.5 (cm)ED "2.25" "d" _"bolt" (cm)"L" _"e" ( 2".25" "d" _"bolt" ")""b" _"p" =" b" _"f" +2.5 (cm)"L" _"p" = d + 2 (" " "P" _"f" + ED + "t" _"f" ) (cm)"S" max( 3"d" _"bolt" ("2" "T" /"n" )/("F" _"u" "t" )+ "d" _"bolt" /"2" ")""L" _"e" min( 8"t" _"p" "12.5 cm)"14 "g " 20 (cm)"a" _"w" (mm)"P" _"e" = "P" _"f" - 0.25 "d" _"bolt" - "a" _"w"

Sheet5

6.8cm15cm6.8cm18.51 6cm1.00 6cm1.13 1.47 8M30( A325 )6cm0.36 65cm2

655.0 4 2PL65cm30cm2cm156.72 385.6216845214

30cm1200 C12-13022.2138432983 4440 OK OK OK OK

31086 1021.37 4400 3040 OK OK OK

1.6(mm) ( )5(mm) 10 -1-10-2 87 6(mm)

"T = " "M" _"d" /"d" (ton)"f" _"t" = "T" /("4" "A" _"bolt" )("kg" /"cm" ^"2" )"f" _"v" = "V" _"d" /("8" "A" _"bolt" )("kg" /"cm" ^"2" )"F" _"v" = 0.2 _ ("kg" /"cm" ^"2" )"F" _"t" = ("(0.38" "F" _"ub" ")" ^"2" "-4.39" "f" _"v" ^"2" ) ("kg" /"cm" ^"2" )"f" _"v" " F" _"v" "f" _"t" " F" _"t" "T" _"b" = 0.55" F" _"ub" "A" _"bolt" ( kg ) "F" _"v" = 0.15" F" _"ub" (1- ("f" _"t" " A" _"bolt" )/"T" _"b" ) ("kg" /"cm" ^"2" )"f" _"p" "F" _"p" "F" _"p" = 1.2 _ ("kg" /"cm" ^"2" )"f" _"p" = "T" /("n " "d" _"bolt" " t" _"p" "" )("kg" /"cm" ^"2" )) "f" _"v" /"F" _"v" ")" ^"2" + ("f" _"t" /"F" _"t" " )" ^"2" 1"F" _"t" = 0".38" " F" _"u" ("kg" /"cm" ^"2" )(" " "f" _"v" /"F" _"v" ) + ( "f" _"t" /"F" _"tp" ) 1"F" _"tp" = "T" _"b" /"A" _"bolt" ("kg" /"cm" ^"2" )"f" _"v" "F" _"v" "f" _"t" "F" _"t" "a" = "V" _"d" /("2(d-5)" "R" _"w" )"C" _"b" "=" ("b" _"f" /"b" _"p" )"C" _"a" "" _"m" "=" "C" _"a" "C" _"b" "(" "A" _"f" /"A" _"w" ")" ^("1" /"3" ) " (" "P" _"e" /"d" _"bolt" ")" ^("1" /"4" )

"M" _"e" = ("" _("m" ) "T" " P" _"e" )/"4" (ton.m)"t" _"p" "=" ("6 M" _"e" /("0.75" "F" _"y" " b" _"p" ))

Sheet610000( A490 )8000( A325 )BoxI cmMPL 0.750.851(mm)a 8mm 8mm 12mm ERROR:#NUM!16182022242730