design rigid beam on base iran code

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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)

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design rigid beam on base iran code

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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