Design of Beams Columns Base Plate

7/23/2019 Design of Beams Columns Base Plate

1/67

COMPRESSION (COLUMN) MEMBER DESIGPROJECT TITLE: Proposed Two Storey Steel Co

DESCRIPTION: DESIGN 'ND 'N'LSIS C'LCUL'TION O CO

REERENCE C

SIGNIIC'NT D'T'

STEEL TPE '2 -

.31 MP#

.+++++ MP#

+/14 -

/++

/++

RE5UIRED LO'DINGS

6+1/.+7N

*0. MP#

4,.1+/.

PROPERTIES O STEEL SECTION SE

TRI'L SECTION 8.++ 9 32 des"&%#t"o%

ESTEEL=

C

L9

L

PU

=C

CR

'G TRI'L

.


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N - STEEL DESIGN .ND LOOR BE'M

er!"#l B$"ld"%& PROJECT TITLE:

LUMN SECTION C'P'CIT DESCRIPTION:

ODE: NSCP C*+*-*+, C'N-G*./-M01, 'ISC

steel des"&%#t"o% STEEL TPE '

y"eld stress o? steel 2/++

od$l$s o? el#st"!"ty o? steel *+/!ol$% red$!t"o% ?#!tor *6/

@$!7l"%& le%&tA #lo%& ( - ) +/

@$!7l"%& le%&tA #lo%& ( y - y ) */

#"$ ?#!tored !ol$% lo#d*44

des"&% stress tr"#l se!t"o% #ss$pt"o% 40/

&ross #re# o? tr"#l steel se!t"o% 3/0

LECTED PROPER

e!o%o"!#l steel se!t"o% (SI U%"ts) TRI'L SECTION 8*3

,

,

8

RL

B

=B

CB

MU

=B

M%

F9 RE5D

r RE5D


3/67

ESIGN (L'NGE SECTIONS) - STEEL DESIGN

Proposed Two Storey Steel Coer!"#l B$"ld"%&

DESIGN 'ND 'N'LSIS C'LCUL'TION O BE'M SECTION C'P'CIT

REERENCE CODE: NSCP C*+*-*+, C'N-G*./-M01, 'ISC

SIGNIIC'NT D'T'

2 STEEL 'STM steel des"&%#t"o%

2/++ 2/++ y"eld stress o? o? steel se!t"o%

++ 7s" !opress"e res"d$#l stress

++ ?t $%s$pported @e# le%&tA

+ - e$r#l stre%&tA red$!t"o% ?#!tor

+ - @e%d"%& !oeK!"e%t

RE5UIRED LO'DINGS

/*+7-?t #"$ ?#!tored re$"red oe%t

3+ re$"red pl#st"! od$l$s

.1 "%/ re$"red r#d"$s o? &yr#t"o%

IES O STEEL SECTION SELECTED

9 31 des"&%#t"o% e!o%o"!#l steel se!t"o% (E%&l"sA)

"%/


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PEDEST'L 'ND B'SE PL'TE DESIGN - SPROJECT TITLE: Proposed Two Storey Steel Coe

DESCRIPTION: DESIGN 'ND 'N'LSIS C'LCUL'TION O PEDEST'L 'ND

REERENCE CODE

SIGNIIC'NT D'T'

STEEL TPE '2 STEEL

.31 Mp#

3++ MP#.* MP#

+/2+ -

+/+

+/+

PROPERTIES O COLUMN SECTION SUBJECTED

SECTION 8.++ 9 32 des"&%#t"o%

d .+ /

** /

RE5UIRED LO'DINGS

C

=C

LLENGT

L8IDT


5/67

EEL DESIGN ROO BE'M DEr!"#l B$"ld"%& PROJECT TITLE:

B'SE PL'TE SECTION C'P'CIT DESCRIPTION:

: NSCP C*+*-*+, C'N-G*./-M01, 'ISC

'STM steel des"&%#t"o% STEEL TPE '

y"eld stress o? steel @#se pl#te 2/++

y"eld stress o? steel !ol$% e@er *+/!opress"e stre%&tA o? !o%!rete *6/

@e#r"%& red$!t"o% ?#!tor +/

le%&tA o? !o%!rete pedest#l */

w"dtA o? !o%!rete pedest#l

TO B'SE PL'TE *

!ol$% se!t"o% o% @#se pl#te 36/2

se!t"o% deptA 3/0

#%&e @#se le%&tA PROPE

TRI'L SECTION 8*3

,

,

8

RL

B

=B

CB

MU =

BM

%

F9 RE5D

r RE5D


6/67

IGN (L'NGE SECTIONS) - STEEL DESIGNProposed Two Storey Steel Coer!"#l B$"ld"%&

DESIGN 'ND 'N'LSIS C'LCUL'TION O BE'M SECTION C'P'CIT

REERENCE CODE: NSCP C*+*-*+, C'N-G*./-M01, 'ISC

SIGNIIC'NT D'T'

2 STEEL 'STM steel des"&%#t"o%

2/++ 2/++ y"eld stress o? o? steel se!t"o%

++ 7s" !opress"e res"d$#l stress++ ?t $%s$pported @e# le%&tA

+ - e$r#l stre%&tA red$!t"o% ?#!tor

+ - @e%d"%& !oeK!"e%t

RE5UIRED LO'DINGS

/+1 7-?t#"$ ?#!tored re$"red oe%t

414 re$"red pl#st"! od$l$s

.1 "%/ re$"red r#d"$s o? &yr#t"o%

RTIES O STEEL SECTION SELECTED

9 31 des"&%#t"o% e!o%o"!#l steel se!t"o% (E%&l"sA)

"%/


7/67

8.++ 9 32 34/4+ 4/++ 8.++ 9 32

NOTE: TESE COMPUT'TIONS 'RE OR EECTI;E COLUMN LENG

COMPRESSION (COLUMN) MEMBER DESIGDETERMIN'TION O EECTI;E LENGT

STINESS 'CTOR (G')

**322/20

*1.++/++

+/2+ -

+/2+ -

STINESS 'CTOR (GB)

**322/20

*1.++/++

+/2+ -

+/2+ -

*/++ -

DESIGN C'P'CIT C'LCUL'TI

(IC>L

C)

(IG>L

G)

G' (SOL;ED)

G' (INPUT)

(IC>L

C)

(IG>L

G)

GB (SOL;ED)

GB (INPUT)

EECTI;E LENGT 'CTOR (


8/67

34/4+ 4/++

*23/+34

O CONTINUOUS R'MES TEREORE:

(CONTINU'TION)'CTOR (le%&tAs

&"rder "%ert"#s>le%&tAs

st"%ess #t e%d (')

soled st"%ess ?#!tor

!ol$% "%ert"#s>le%&tAs

&"rder "%ert"#s>le%&tAs

st"%ess #t e%d (B)

soled st"%ess ?#!tor

ee!t"e le%&tA ?#!tor

NS


9/67

*44/+62 YES ADEQUATE E BE'M SECTION SELECTED IS 'DE5U'TE


10/67

** tRE5D


11/67

des"&% @#se pl#te tA"!7%ess

*23/+34

TEREOR


12/67

*3/+01 YES ADEQUATE: TE BE'M SECTION SELECTED IS 'DE5U'TE


13/67

Propert"es o? 8"de l#%&e Se!t"o%s Col$%s (8 SA#

DESIGNATIONAREA DEPTH

FLANGE WEB AXIS X-X

WIDTH THICKNESS THICKNESS I S r

7&>

8*4+ 9 *3 */2 1730 *4+ *++ 4/4 3/ 2/10 6*/4 2

8.++ 9 *4 *4 1900 .++ *++ 4/. 3/ *./0 *.0 1*/1

8.4+ 9 *1 *0/6 2270 .4* *+* 4/ 3/1 ../3 *06 66/

8*4+ 9 *1 *1 2290 *4 *+. 0/* 4/1 6/*2 *.+ 2/

8*++ 9 *6 *6/3 270 *+2 *+ 1/1 0/* 3/02 16/6 3/6

8.++ 9 *6 *6/3 2!0 .+ *+. 2/4 4/1 *2/2 *2 1*/0

8*+ 9 .* .*/* 2"90 + *+* 4/0 4/* 0 .33 **0

8*4+ 9 .. ../ 2!#0 *4. *4. 2/2 4/1 *./* *46 24/*

8.4+ 9 .. ../3 2!#0 .43 *+. 2/6 4/1 .1/6 ..0 *+*

8.++ 9 .. ../3 2!"0 .+2 *+. 1 2/. .+ *63 1/2

8*+ 9 .3 ./0 3020 *.0 *.0 6/* 2/* 1/13 *6 43/*

8*+ 9 .3 ./1 300 +4 *+* 2/0 4/2 3./0 .1+ **6

8*4+ 9 .3 .3 30"0 *2+ *+. *+/ 2/2 */3 *21 22/

8.4+ 9 .4 .4/ 3230 .40 *+. 1/3 2/* 3/. .22 *+

8.++ 9 .0 .2/2 3390 .+0 * 1/3 4/1 .4/1 .36 10/

8*+ 9 .1 .1/. 3#90 ** *.1 *+/6 2/6 ** *21 44/

8*+ 9 .1 .1/3 3"10 +6 *+. 1/6 2 43/ 4* *.

8.4+ 9 .1 .1/4 3"30 .2+ *+. *+ 2/3 3+ +0 *+4

8*4+ 9 + .6/1 3790 *40 *4 6/ 2/2 *0/. .*6 20/

8.++ 9 * */3 000 .*+ *3 *+/. 2/3 */3 .66 11/2

8.4+ 9 ./0 170 .41 *32 6/* 2/* 31/6 06 *+1

T$%&r%'()*+,*

. *+23 *+ *+23


14/67

8*4+ 9 0 0/* 730 *2. *43 **/2 1/* ../. .03 21/4

8.4+ 9 6 1/0 920 .2. *30 **/. 2/2 2+/* 346 **+

8*+ 9 6 1/0 90 *+ *24 6/0 4/1 14/* 436 **

82+ 9 6 6 9!0 4 *.1 *+/0 2/4 *+. 41+ *3

83*+ 9 6 6/. 990 66 *3+ 1/1 2/3 *.0 23 *46

8.++ 9 3. 3*/0 #310 .+4 *22 **/1 0/. 3+/6 66 10/0

8*+ 9 34 33/2 #"90 * *22 **/. 2/2 66/. 23 *.

8.4+ 9 34 33/6 #720 .22 *31 * 0/2 0*/* 43 ***

82+ 9 34 34 #730 4. *0* 6/1 2/6 *.. 26* *32

8.++ 9 32 32 #!"0 .+ .+ ** 0/. 34/4 331 11/*

83*+ 9 32 32/. #!90 3+ *3+ **/. 0 *42 00 *2

8.4+ 9 36 36 "2#0 .30 .+. ** 0/3 0+/2 40. *+2

82+ 9 4* 4+/2 "#0 44 *0* **/2 0/. *3* 062 *31

832+ 9 4. 4. ""30 34+ *4. *+/1 0/2 .*. 63 *06

8.++ 9 4. 4./ """0 .+2 .+3 *./2 0/6 4./0 4*. 16

8*+ 9 4. 4./ ""70 *0 *20 */. 0/2 **1 030 *

83*+ 9 43 4/3 "!10 3+ *00 *+/6 0/4 *12 6.3 *24

82+ 9 40 42/0 7220 41 *0. */* 0/6 *2* 160 *36

8.4+ 9 41 41/. 720 .4. .+ */4 1 10/ 26 *+1

8.++ 9 46 46/3 7#"0 .*+ .+4 *3/. 6/* 2*/* 41. 16/6

83*+ 9 2+ 46/4 7#!0 3+0 *01 *./1 0/0 .*2 *+2+ *26

8*+ 9 2+ 46/2 7#90 + .+ */* 0/4 *.6 136 *+

832+ 9 2+ 46/2 7#90 344 *4 */ 1 .44 **.+ *1832+ 9 2* 2+/6 77"0 34+ *16 *+/1 1/* .46 **4+ *1

82+ 9 23 2/6 !10 30 .+ */4 0/0 *01 *++ *31

84+ 9 22 24/0 !370 4.4 *24 **/3 1/6 4* *3+ .+4

8*+ 9 20 22/1 !#10 +2 .+3 *3/2 1/4 *34 636 **

8.4+ 9 20 20/* !##0 .40 .+3 *4/0 1/6 *+3 1+2 **+


15/67

8.++ 9 0* 0*/4 9110 .*2 .+2 *0/3 *+/. 02/2 0+6 6*/0

82+ 9 0. 0*/4 9110 4+ .+3 *4/* 1/2 .+* **4+ *36

8.4+ 9 0 0./6 92!0 .4 .43 *3/. 1/2 ** 16* **+

832+ 9 03 03/. 9#0 340 *6+ *3/4 6 *32+ *11

8*+ 9 03 03/4 990 *+ .+4 *2/ 6/3 *24 *+2+ *.

84+ 9 03 03/0 9#20 4.6 *22 */2 6/0 3** *44+ .+1

83*+ 9 03 03/6 9##0 3* *1+ *2 6/0 .04 *+ *0+

8*+ 9 06 01/6 10100 +2 .43 *3/2 1/1 *00 **2+ *

82+ 9 06 06/ 10100 43 .+4 *2/1 6/3 ..0 *.1+ *4+

8.4+ 9 1+ 1+/* 10200 .42 .44 *4/2 6/3 *.2 61. ***

832+ 9 1. 1*/6 1000 32+ *6* *2 6/6 0+ *2*+ *11

82*+ 9 1. 1*/6 1000 466 *01 *./1 *+ 42+ *10+ ..

84+ 9 1. 1./3 10#00 4.1 .+6 */ 6/4 306 *1*+ .*3

83*+ 9 14 14 10!00 3*0 *1* *1/. *+/6 *4 *4*+ *0*

84+ 9 14 13/0 10!00 44 *22 *2/4 *+/ 314 *1*+ .*.8*+ 9 12 12/3 11000 *+ .43 *2/ 6/* *66 *.1+ *3

8.++ 9 12 12/0 11100 ... .+6 .+/2 * 63/0 14 6./2

8.4+ 9 16 16/2 1100 .2+ .42 *0/ *+/0 *3 **++ **.

832+ 9 16 16/ 1100 32 *6. *0/0 *+/4 3*+ *00+ *6+

82+ 9 6* 6+/1 11"00 4 .43 *2/3 6/4 .20 *4*+ *4.

84+ 9 6. 6./4 11!00 4 .+6 *4/2 *+/. 44. .+0+ .*0

82*+ 9 6. 6./ 11!00 2+ *06 *4 *+/6 232 .*3+ .3

8*+ 9 60 62/1 12300 +1 +4 *4/3 6/6 ... *33+ *3832+ 9 60 62/2 12300 322 *6 *6 **/3 334 *6*+ *6+

8.++ 9 *++ 66/4 12700 ..6 .*+ ./0 *3/4 ** 616 63/4

83*+ 9 *++ 66/2 12700 3*4 .2+ *2/6 *+ 61 *6.+ *00

8.4+ 9 *+* *+*/. 12900 .23 .40 *6/2 **/6 *23 *.3+ **

82+ 9 *+* *+*/. 12900 40 .44 *1/ *+/4 +. *26+ *4


16/67

8*+ 9 *+0 *+2/6 13"00 ** +2 *0 *+/6 .31 *46+ *4

84+ 9 *+6 *+6 13900 46 .** *1/1 **/2 220 .31+ .*6

82+ 9 **+ **+/. 1000 2+ .42 *6/6 **/3 * *13+ *43

832+ 9 ** **/* 100 32 .1+ *0/ *+/1 442 .3++ *62

82*+ 9 ** **/3 100 2+1 ..1 *0/ **/. 104 .11+ .32

8.4+ 9 **4 **3/1 1"00 .26 .46 ../* */4 *16 *3*+ **3

83*+ 9 **3 **3/4 1"00 3.+ .2* *6/ **/2 32. ..++ *01

8*+ 9 **1 **0/4 1#000 *3 +0 *1/0 **/6 .04 *04+ *2

82+ 9 *.. *.*/0 1##00 2 .40 .*/0 * 24 .+*+ *43

84+ 9 *. *./. 1#700 433 .*. .*/. */* 02* .1++ ..+

82*+ 9 *.4 *.4/* 1#900 2*. ..6 *6/2 **/6 614 ..+ .36

826+ 9 *.4 *.4/2 1"000 201 .4 *2/ **/0 **6+ 4++ .0.

832+ 9 *.1 *.1/3 1"00 320 .1. *6/2 *./. 20 .0+ *60

8*+ 9 *.6 *.6/2 1"#00 *1 +1 .+/2 */* +1 *63+ *0

8.4+ 9 ** **/* 1"700 .04 .2* .4/* *4/3 ..* *2*+ **483*+ 9 *. *./* 1"!00 3.4 .2 ../. */ 41 .4+ *06

82+ 9 *3 *3 17100 42 26 *1 **/. 3*4 .+ *42

84+ 9 *1 *1/ 17"00 436 .*3 ./2 *3/0 12* *3+ ..*

826+ 9 *3+ *6/1 17!00 213 .43 *1/6 *./3 *2+ 61+ .02

82*+ 9 *3+ *3+/* 17900 2*0 .+ ../. */* **.+ 2+ .4+

8*+ 9 *3 *3/* 1!200 . +6 ../6 *3 31 .*4+ *1

832+ 9 *33 *33/2 1!00 30. .1 ../* */2 0.2 +1+ *66

802+ 9 *30 *30/* 1!700 04 .24 *0 */. *22+ 33*+ .6182+ 9 *30 *30/4 1!!00 2+ 0+ *6/1 *./ 32 .40+ *40

8.4+ 9 *36 *31/6 19000 .1. .2 .1/3 *0/ .46 *13+ **0

83*+ 9 *36 *36/ 19000 3* .24 .4 *3/6 2*6 .10+ *1+

84+ 9 *4+ *4+/2 19200 43 *. .+/ *./0 *+*+ 0*+ ..6

826+ 9 *4. *4./* 1900 211 .43 .*/* */* *4*+ 31+ .06


17/67

802+ 9 *2* *2+/3 2000 041 .22 *6/ */1 *12+ 36++ +.

82+ 9 *2. *2. 20"00 23 0* .*/1 */ 4*2 .1+ *41

84+ 9 *24 *24/ 21100 432 * ../. *3 ***+ 3+2+ .+

8.4+ 9 *20 *20/3 21300 .16 .24 */1 *6/. ++ .+1+ **6

826+ 9 *0+ *26/6 21"00 26 .42 ./2 *3/4 *0++ 36*+ .1+

802+ 9 *0 *0/2 22100 02. .20 .*/2 *3/3 .+2+ 433++ +4

82*+ 9 *03 *03/ 22200 2*2 .4 .*/2 *3 *30+ 301+ .40

813+ 9 *02 *02 2200 14 .6. *1/1 *3 .32+ 46++ *

832+ 9 *00 *00/ 22"00 31. .12 .2/6 *2/2 6*+ 01+ .+*

8*+ 9 *06 *01/1 22!00 * .1/* *1 334 .21+ *3+

82+ 9 *06 *06/. 22!00 21 0 ./6 *4 404 *.+ *46

84+ 9 *1. *1*/0 23100 44* *4 .3/3 *4/. *.3+ 331+ .*

802+ 9 *14 *13/1 23#00 002 .20 ./2 *3/6 ..+ 41.+ +1

813+ 9 *6 *6/4 2700 13+ .6. .*/0 *3/0 .01+ 22+ 2

82*+ 9 *64 *64/2 2900 2.. .0 .3/3 *4/3 *21+ 43++ .2+82+ 9 *62 *62/4 2#000 0. 03 .2/. *2/3 22 3.+ *46

84+ 9 *62 *62/4 2#000 443 *2 .2/ *2/4 *3+ 313+ .*

802+ 9 *62 *62/1 2#100 00+ .21 .4/3 *4/2 .3++ 2.3+ +6

86.+ 9 .+* .+*/ 2#"00 6+ +3 .+/* *4/. .4+ 0.++ 42

8*+ 9 .+. .+./2 2#!00 3* *4 */1 .+/* 4.+ +4+ *3.

813+ 9 .*+ .*+/1 2"!00 132 .6 .3/3 *4/3 **+ 03+ 3+

82+ 9 .*2 .*2/ 27"00 04 63 .0/0 *0/ 0*. 06+ *2*

826+ 9 .*0 .*0/1 27700 264 44 .3/1 *4/3 .3+ 203+ .6*82*+ 9 .*0 .*0/6 27!00 2.1 .1 .0/0 *2/4 *6*+ 2+0+ .2.

84+ 9 .*6 .*1/6 27900 42+ *1 .6/. *1/ *4*+ 46+ .

86.+ 9 .. ..3/. 2!"00 6** +3 ./6 *4/6 00+ 1.0+ 2

8*+ 9 ..2 ..2/1 2!900 31 *0 4/2 ../* 462 3.+ *33

813+ 9 ..2 ..2/2 2!900 14* .63 .2/1 *2/* 3++ 066+ 3


18/67

82*+ 9 .3* .3*/0 30!00 24 .6 * *0/6 .*4+ 201+ .23

8*+ 9 .4 .4./6 32200 42 *6 6/2 .3/3 21. 1+ *32

86.+ 9 .4 .4/0 32300 6*6 +2 .0/6 *0/ 30+ 64.+ 21

802+ 9 .40 .40/2 32!00 00 1* .0/* *2/2 3.+ 113+ .

82+ 9 .2. .2./0 33#00 10 61 / .*/* 163 32.+ *2

826+ 9 .24 .23/4 33700 0+2 41 +/. *1/3 .6++ 1..+ .63

86.+ 9 .0* .0*/0 3"00 6. +0 + *1/3 30.+ *+.++ 26

8*+ 9 .1 .1 3"000 24 .. 33/* .2/6 010 3*+ *31

802+ 9 .13 .1/6 3"200 006 1. +/* *1 1*+ 606+ .4

82+ 9 .10 .10/2 3""00 6 66 2/2 ../2 660 4+0+ *24

86.+ 9 .16 .11/2 3"!00 6.0 +1 . *6/3 4+3+ *+6++ 0+

813+ 9 .66 .66/ 3!100 144 3++ .6/. *1/. 306+ **.++ 44

86.+ 9 * *./0 39!00 6. +6 3/4 .*/* 431+ **1++ 0*

8*+ 9 * */ 39900 03 .4 31/ + 162 306+ *4+

82+ 9 *3 */3 39900 66 3+* 6/2 .3/6 **++ 44+ *22802+ 9 *3 *3/3 0100 012 13 /4 *6/0 3.0+ *+6++ .0

813+ 9 .6 .6/3 2000 12. 3+* ./3 *6/0 44+ *.3++ 40

86.+ 9 3. 3./3 3"00 6*. 3*1 . *6/ 2.4+ *0++ 06

8*+ 9 3. 3/ 3700 1. .1 4./2 ./2 *+*+ 4.2+ *4.

82+ 9 30 30 200 3+0 3+3 3/0 .0/. *.4+ 2*3+ *21

813+ 9 46 46/3 #!00 121 3+ 4/2 .*/* 46*+ *2++ 46

86.+ 9 24 23/2 "00 6*2 3*6 3/ .+/ 20*+ *32++ 1+

8*+ 9 04 03/ 7700 6* + 40/* 4/3 **+ 402+ *4382+ 9 1. 1./3 !700 3*2 3+2 31 .6/1 *3*+ 206+ *0+

86.+ 9 10 10 9300 6.* 3.+ 2/2 .*/ 0*1+ *42++ 1.

8*+ 9 3*4 3*4/* #2900 3+ 3 2./0 1/6 *++ 234+ *40

86.+ 9 3*0 3*1/* #3300 6.1 3.. 6/6 ../4 011+ *0+++ 14

82+ 9 3.* 3.*/0 #3700 3.4 3+6 4./2 ./1 *2++ 04*+ *0.


19/67

8*+ 9 4++ 4++/3 "3700 3.0 3+ 04/* 34/* *26+ 06*+ *2

82+ 9 4+6 4+6/4 "900 332 3*2 2./0 6/* .+4+ 6*0+ *01

82+ 9 44* 44+/2 70100 344 3*1 20/2 3. ..2+ 663+ *1+

82+ 9 46. 46./2 7##00 324 3.* 0./ 34 .4++ *+1++ *1.

82+ 9 23 23/ !0!00 303 3.3 00/* 30/2 .03+ **2++ *13

82+ 9 200 200/1 !"300 31 3.1 1*/4 4*/. .66+ *.3++ *12

82+ 9 033 033/ 9!00 361 3. 11/6 44/2 3.+ *0++ *6+82+ 9 1*1 1*6 10000 4*3 30 60 2+/4 6.+ *4++ *63

82+ 9 6++ 6+./. 11#000 4* 33. *+2 24/6 34++ *0+++ *61

82+ 9 66+ 66* 12"000 44+ 331 **4 0*/6 4*6+ *16++ .+

82+ 9 *+12 *+10/6 139000 426 343 *.4 01 462+ .+6++ .+0


20/67

pes) Propert"es o? Ee% #%d U

AXIS Y-Y

AREA

AXIS X-X

I S r I S r .

7&>

+/6*1 *1/3 . .4 9 .4 9 */** 11 +/++1 +/324 0/2 0/4

+/126 *0/3 .*/3 .4 9 .4 9 3 */33 1! +/+*+ +/466 0/4+ 0/0*

+/6* *1/* .+ 4 9 4 9 */41 201 +/+.3 +/63+ *+/1+ 6/12

*/.2 .3/0 ./4 34 9 + 9 */0+ 21" +/+34 */36+ *3/4+ *3/2+

*/2* */. .4/4 .4 9 .4 9 4 */00 22# +/+*. +/0.3 0/6 1/+2

*/*4 ../2 .*/2 34 9 34 9 ./+4 2"1 +/+4. */41+ *3/*+ *./3+

+/61 *6/4 *6/* 44 9 4 9 ./+4 2"1 +/+1 ./.+ *0/1+ *0/6+

/10 4+/6 2/6 4 9 4 9 3 ./+0 2" +/++ */..+ *+/0+ *+/.+

*/. .3 .+/0 34 9 + 9 3 ./. 2! +/+41 */63+ *3/+ *4/++

*/3. .0/1 ../ 44 9 44 9 ./4. 321 +/+62 ./6+ *0/+ *3/6+

/** 36 ./* 4 9 4 9 4 ./44 32# +/+2 */36+ *+/2+ *+/2+

*/*2 ../6 *6/4 34 9 34 9 3 ./0+ 3 +/+20 ./+0+ */6+ *./0+

*/1 4/1 .3/3 44 9 4 9 3 ./0+ 3 +/*+0 ./6.+ *0/0+ *1/+

*/36 .6/. .*/4 34 9 + 9 4 ./04 3#0 +/+0 ./0+ *3/.+ *4/3+

/ 36/2 */. 4 9 4 9 2 /+* 3! +/+3. */03+ *+/4+ *+/6+

/1* 46/2 ./2 34 9 + 9 2 /.4 1 +/+1. ./06+ *3/++ *4/0+

*/41 * .+/6 44 9 44 9 3 / 2 +/*.4 /*+ *0/*+ *4/.+

*/01 3/1 ../* 34 9 34 9 4 /3 2# +/+1* ./4+ */1+ */*+

4/42 0./2 1/ 44 9 4 9 4 /3 2# +/*+ /46+ *0/4+ *1/0+

3/* 2*/* . 24 9 4+ 9 3 /36 +/*6. 3/.4+ .+/1+ *6/6+

3/0 23/0 /0 34 9 34 9 2 /62 #0 +/+63 ./61+ */0+ */3+

SI/E ANDTHICKNESS

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21/67

0/+0 6*/1 1/0 04 9 4+ 9 4 3/0* "00 +/36 2/11+ .3/*+ .3/3+

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1/*1 64/0 0/1 24 9 24 9 2 4/13 7 +/++ 2/33+ .+/*+ *1/4+

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**/* *.6 6/ 6+ 9 04 9 2 0/36 9# +/006 *./++ .1/2+ .2/1+

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0/62 *+3 ./3 1+ 9 2+ 9 1 1/.6 10"0 +/20+ *./3++ .4/.+ .4/1+*./. *.6 6/2 *++ 9 6+ 9 2 1/20 1100 */**+ *4/4++ */0+ .1/4+

*1/1 *12 31/* 04 9 04 9 1 1/6. 110 +/2+. **/++ ./++ .*/0+

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../. .*1 4* 6+ 9 24 9 1 6/. 11!0 +/641 *4/0++ .1/4+ .6/*+


22/67

.4/3 .32 4./1 *++ 9 04 9 1 *+/4+ 130 */4+ *6/0++ */1+ */4+

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23/67

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44/0 34 2 *4+ 9 *4+ 9 * .6/+ 3730 1/+4+ 03/0++ 32/3+ 3./+

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2*/4 301 2 *4+ 9 *4+ 9 *2 4/0+ #0 6/2+ 6+/++ 32/++ 3/3+

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6/ 3 36/0 .++ 9 .++ 9 * 6/4+ #030 *6/0++ *2/+++ 2./2+ 43/1+

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0/ 4.+ 22/6 *4+ 9 *4+ 9 .+ 33/++ #"00 **/2++ **+/+++ 34/4+ 33/1+

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24/67

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25/67

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26/67

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27/67

%ee% Le& Se!t"o% (8 SA#pes)

AXIS Y-Y AXIS /-/

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+/+4 */41+ *3/*+ *./3+ 1/6 */++ 34 34 34 9 34 9

+/+.0 +/663 *+/.+ 0/63 0/0. +/3** 44 4 44 9 4 9

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+/+0 ./+0+ */6+ *./0+ 1/10 */++ 34 34 3 34 9 34 9 3

+/+3 */.6+ *+/++ 1/* 0/24 +/3+2 44 4 3 44 9 4 9 3

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+/+.6 */.+ 1/4 1/.. 2/33 +/3.2 34 + 2 34 9 + 9 2+/* /*+ *0/*+ *4/.+ *+/6+ */++ 44 44 3 44 9 44 9 3

+/+1 ./4+ */1+ */*+ 1/1. */++ 34 34 4 34 9 34 9 4

+/+3* */41+ 6/16 1/21 0/46 +/3+* 44 4 4 44 9 4 9 4

+/*++ ./22+ *4/++ *./3+ *+/1+ +/410 24 4+ 3 24 9 4+ 9 3

+/+6 ./61+ */0+ */3+ 1/06 */++ 34 34 2 34 9 34 9 2

'NGLE

S

ECTIONS

I

NO

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L%71

0

L%72

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28/67

+/*.0 /.+ *3/4+ **/6+ *+/6+ +/334 04 4+ 4 04 9 4+ 9 4

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+/2+ **/++ ./++ .*/0+ *3/0+ */++ 04 04 1 04 9 04 9 1

*/*3 *4/0++ */+ .0/.+ *6/6+ */++ *++ *++ 2 *++ 9 *++ 9 2

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29/67

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*/*1+ *0/.++ .2/2+ .*/1+ *6/2+ +/4*4 *.4 6+ 1 *.4 9 6+ 9 1

*/.6 .+/.++ .0/2+ .2/.+ *0/2+ */++ 6+ 6+ *+ 6+ 9 6+ 9 *+

+/16 *0/++ ../3+ ./4+ *3/2+ */++ 04 04 * 04 9 04 9 *

*/+ .+/4++ .0/.+ .4/++ *1/4+ +/1++ *++ 6+ *+ *++ 9 6+ 9 *+

*/1+ .4/.++ +/1+ .1/0+ *6/0+ */++ *++ *++ *+ *++ 9 *++ 9 *+

+/13* *3/0++ .*/++ *0/1+ *2/+ +/2 *.4 04 *+ *.4 9 04 9 *+./62 ./2++ 6/*+ 3/.+ .3/1+ */++ *.4 *.4 1 *.4 9 *.4 9 1

*/20+ .*/2++ .6/+ ./++ ../++ +/331 *4+ *++ 1 *4+ 9 *++ 9 1

+/632 *0/1++ .*/6+ .*/1+ *4/2+ +/20. 6+ 04 * 6+ 9 04 9 *

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./.3 */6++ +/3+ .6/1+ *6/4+ */++ *++ *++ * *++ 9 *++ 9 *

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2/0 41/2++ 32/6+ 3*/.+ .6/1+ */++ *4+ *4+ *+ *4+ 9 *4+ 9 *+


30/67

./4+ /0++ .1/0+ .3/6+ .*/0+ +/33+ *4+ *++ * *4+ 9 *++ 9 *

./+6+ ./+++ .4/2+ .3/0+ *6/.+ +/366 *.4 6+ *2 *.4 9 6+ 9 *2

1/+4 03/0++ 32/3+ 3./+ .6/2+ */++ *4+ *4+ * *4+ 9 *4+ 9 *

./0.+ 3/0++ .0/++ .*/0+ .*/2+ +/.22 .++ *++ * .++ 9 *++ 9 *

4/3* 2*/4++ 1/++ 0/*+ .3/3+ */++ *.4 *.4 *2 *.4 9 *.4 9 *2

/+++ 3+/3++ .1/+ .4/6+ .*/2+ +/33 *4+ *++ *2 *4+ 9 *++ 9 *2

*4/4+ *+2/+++ 2/++ 4/0+ 6/6+ */++ .++ .++ *+ .++ 9 .++ 9 *+1/00+ 00/2++ 33/0+ 0/++ ./4+ +/440 .++ *4+ * .++ 9 *4+ 9 *

6/2 6+/++ 32/++ 3/3+ .6/3+ */++ *4+ *4+ *2 *4+ 9 *4+ 9 *2

/..+ 3*/1++ .2/2+ ../1+ .*/3+ +/.2. .++ *++ *2 .++ 9 *++ 9 *2

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*+/4++ 6/1++ 33/+ 1/*+ ./+ +/443 .++ *4+ *2 .++ 9 *4+ 9 *2

**/2+ **+/+++ 34/4+ 33/1+ .6/+ */++ *4+ *4+ .+ *4+ 9 *4+ 9 .+

/13+ 4+/1++ .2/.+ .3/+ .*/+ +/.42 .++ *++ .+ .++ 9 *++ 9 .+

./0+ *24/+++ 2./*+ 44/6+ 6/4+ */++ .++ .++ *2 .++ 9 .++ 9 *2*./0++ **4/+++ 3/1+ 6/4+ ./*+ +/436 .++ *4+ .+ .++ 9 *4+ 9 .+

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*4/*++ *6/+++ 3/.+ 3*/+ ./++ +/43 .++ *4+ .4 .++ 9 *4+ 9 .4

3/1+ .30/+++ 2+/6+ 46/.+ 6/*+ */++ .++ .++ .4 .++ 9 .++ 9 .4

3+/+ .6+/+++ 2+/+ 2+/6+ 6/++ */++ .++ .++ + .++ 9 .++ 9 +


31/67


32/67


33/67


34/67

8*++ 9 *6

8*+ 9 .3

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8.++ 9 *6

8.++ 9 ..

8.++ 9 .0

8.++ 9 *

8.++ 9 2

8.++ 9 3.8.++ 9 32

8.++ 9 4.

8.++ 9 46

8.++ 9 0*

8.++ 9 12

)L'NGE

SECTIONS

INO

RDER

8.4+ 9 .4


35/67

8.4+ 9 .4

8.4+ 9 .1

8.4+ 9

8.4+ 9 6

8.4+ 9 34

8.4+ 9 36

8.4+ 9 418.4+ 9 20

8.4+ 9 0

8.4+ 9 1+

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8.4+ 9 *+*

8.4+ 9 **4

8.4+ 9 **

8.4+ 9 *368.4+ 9 *20

8*+ 9 .*

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8*+ 9 4.8*+ 9 2+

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36/67

8*+ 9 *.6

8*+ 9 *3

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8*+ 9 .+.

8*+ 9 ..2

8*+ 9 .48*+ 9 .1

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8*+ 9 3.

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8*+ 9 4++

82+ 9 82+ 9 6

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82+ 9 4*

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82+ 9 6*82+ 9 *+*

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82+ 9 *..

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82+ 9 .*2


37/67

82+ 9 .*2

82+ 9 .0

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82+ 9 .10

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82+ 9 30

82+ 9 1.82+ 9 3.*

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82+ 9 4+6

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83*+ 9 2+83*+ 9 20

83*+ 9 03

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83*+ 9 *++

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832+ 9 2+


38/67

832+ 9 2+

832+ 9 2*

832+ 9 20

832+ 9 21

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832+ 9 1.

832+ 9 16832+ 9 60

832+ 9 *+2

832+ 9 **

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39/67

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41/67

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DESIGN'TION

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l@>?t "%/ "%/ "%/ "%/ - - 7s"

83 9 * * /1 3/*2 +/.1+ 3/+2+ +/34 4/6 *+/2 442+ *43 **/

84 9 *6 *6 4/43 4/*4 +/.0+ 4/++ +/3+ 4/1 *3/+ 4*3+ *6. .2/.

84 9 *2 *2 3/21 4/+* +/.3+ 4/+++ +/2+ 2/6 *4/1 333+ 32 .*/

82 9 .4 .4 0/3 2/1 +/.+ 2/+1+ +/344 2/0 *4/4 33*+ 26 4/3

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81 9 * * 6/* 1/++ +/.14 0/664 +/34 6/. ../. .+ **1+ **+/+

81 9 .1 .1 1/.4 1/+2 +/.14 2/44 +/324 0/+ ../. 31+ 6* 61/+81 9 .3 .3 0/+1 0/6 +/.34 2/364 +/3++ 1/* .4/2 +.+ *2*+ 1./1

81 9 .* .* 2/*2 1/.1 +/.4+ 4/.0+ +/3++ 2/2 .0/4 .16+ .+6+ 04/

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81 9 *4 *4 3/33 1/** +/.34 3/+*4 +/*4 2/3 .1/* .20+ 33+ 31/+

81 9 * * /13 0/66 +/.+ 3/+++ +/.44 0/1 .6/6 .0+ 401+ 6/4

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43/67

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44/67

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45/67

8*1 9 12 12 .4/+ *1/6 +/31+ **/+6+ +/00+ 0,. /3 .32+ 3+2+ *4

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47/67

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48/67

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*+++ *2.+ *4/2 *66+ .4 /64 1!"0 20

.44++ *40+ *./0 .**+ .00 /22 1!!0 30

31++ *26+ *2/2 *26+ .+1 /24 19#0 .0

4++ *0*+ *2/ *+*+ *2+ ./0. 20#0 .2.1++ *64+ *4/1 .36+ .16 3/+. 2270 343

3*0++ *61+ *2/1 .+4+ .4+ /0. 2300 63

4+3++ .3+ *0 .4.+ +. /1* 27"0 31*

316++ .3.+ *4 .+ 20 3/*. 2!0 41+

2.2++ .61+ *2/3 3.++ 340 3/.3 3#70 03

403++ *0+ *1/3 344+ 4+* 3/.0 3930 066


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Design of Beams Columns Base Plate

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