seismic analysis using reference load dt 5.9.13

8/13/2019 Seismic Analysis Using Reference Load Dt 5.9.13

1/32

SEISMIC ANALYSIS USING REFERENCE LOAD

STEPS INVOLVED:

1. Creation of Geometry

2. Giving Memer !ro"erty#. S$""ort Con%ition

&. Defining Referen'e Loa%(

). Defining Sei(mi' !arameter(

*. Giving Referen'e Loa% Comination( + Loa% ,i(t

-. S"e'ifying Ana,y(i( y"e

/. !o(t Ana,y(i( !rint

0. De(ign Comman%(

1. Ana,y(i(.

13In t4i( 'om",ete (te"( 1 to 2. 4en fo,,o5 t4e f$rt4er (te"( for

Sei(mi' Ana,y(i( $(ing Referen'e Loa%.

23 S$""ort 'on%ition6

7ottom ($""ort no%e( to e a((igne% a( !INNED S$""ort.

#3Defining Referen'e Loa% Comman%

DEFINE REFERENCE LOADS

LOAD R1 DL

SELF8EIG9 Y :1

MEM7ER LOAD Give 7ri'; 5a,, 5eig4t for 0< 5a,, for o$ter an%

&1=2 Stair 'a(e 5a,, eam an% any ot4er

memer 5eig4t 5it4 $($a, 'onvention3.

FLOOR LOAD

LOAD R2 LL ? #@N=m2

LOAD R# LL #@N=m2

LOAD R& ROOF LL

END DEFINE REFERENCE LOAD


2/32

&3Defining Sei(mi' !arameter(

DEFINING SEISMIC LOAD:

1. Main men$ Comman%(Loa%ing Definition(Sei(mi' Loa%

IS1/0#:22


3/32

Sei(mi' !arameter ('reen 5i,, a""ear. Se,e't ty"e6IS1/0#:22.

B In',$%e A''i%enta, Loa%

B Generate A%%

#. IS1/0#:22 Sei(mi' !arameter ('reen 5i,, a""ear.

Se,e't 'ity or one. One III .1* a,e 2 IS1/0#:223

Re("on(e Re%$'tion Fa'tor RF3 6 a,e - IS1/0#:223


4/32

6 ) for SMRF

6 # for OMRF

Im"ortan'e Fa'tor I3 6 a,e * IS1/0#:223

6 1 for Or%inary Re(i%entia, 7$i,%ing

6 1.) for Im"ortant 7$i,%ing

Ot4er Fa'tor(6

Ro'; or Soi, (ite( Fa'tor SS3 6 C,a$(e *.&.) of IS1/0#:223

6 1 for 4ar% (oi, N#3

6 2 for me%i$m (oi, 1 N #3 for a,,

(oi,(

Stiff (oi, N 1) for "oor,y gra%e%> among ot4er

%e('ri"tion(3

6 # for (oft (oi,( N? 13 y"e of Str$'t$re S3 O"tiona,3 6 C,a$(e -.* IS1/0#:223

1 for RC Frame 7$i,%ing

2 for Stee, Frame 7$i,%ing

# for a,, ot4er 7$i,%ing

Dam"ing Ratio DM3 a,e # IS1/0#:2236 .)

! !erio% in Dire'tion O"tiona,):

PZ =Period in Z Direction (Optional): Depth of Fcloundation (DT) (For under ground structures) : 2.0m

Generate

!dd "lose.


5/32

#$F$#$%"$ &O!D '

# .0 #2 0.2 #* 0.

!PP&'+%, -$+-+" &O!D:

. "lic/ &oad case details in the Data !rea !dd.

%umer: &oading T1pe: -eismic

Title : -eismic 34e !dd.

"lic/ &oad "ase !dd

-eismic &oad Direction. Factor !dd. "lose.

2. "lic/ &oad case details in the Data !rea !dd.


6/32

%umer: 2 &oading T1pe: -eismic

Title : -eismic 54e !dd.

"lic/ &oad "ase 2 !dd

-eismic &oad Direction. Factor:5 !dd. "lose.

*. "lic/ &oad case details in the Data !rea !dd.

%umer: * &oading T1pe: -eismic

Title : -eismic Z 34e !dd.

"lic/ &oad "ase !dd

-eismic &oad Z Direction. Factor !dd. "lose.


7/32

3. "lic/ &oad case details in the Data !rea !dd.


8/32

%umer: 6 &oading T1pe: -eismic

Title : -eismic Z 54e !dd.

"lic/ &oad "ase 6 !dd

-eismic &oad Z Direction. Factor:5 !dd. "lose.

OT7$# &O!D "!-$-:

To "reate D$!D &O!D:

."lic/ &oad case Details !dd.

%umer &oading T1pe: D$!D.

Title: #eference &oad !dd.

"lic/ &oad case !dd.

#F !dd

8."lic/ &oad case Details !dd.

%umer 8 &oading T1pe: &+9$.

Title: #eference &oad !dd.


9/32

"lic/ &oad case 8!dd.

#F2 #F * #F 6 !dd

#F #$D;"+

?

??

)

-

1

1.2

1.2

1.2

A%%


10/32

In t4e (imi,ar 5ay a%% t4e fo,,o5ing ,oa% 'omination.

Loa% 'a(e

No.

Loa% 'a(e Fa'tor

1

) 1.2

- 1.2

2 1.2

11

) 1.2

- 1.2

# 1.2

12

) 1.2

- 1.2

& 1.2

13

) 1.)2 1.)

1&) 1.)

# 1.)

1)) 1.2

& 1.)

1*) 1.)

1 1.2

1-) .0

1 1.)

1/) .0

2 1.)

10) .0

# 1.)

2) .0

& 1.)

A%% C,o(e.

OR3

!;TO &O!D "O


11/32

-elect : %e categor1 sa1 $>

%o. of rule :6

#ule %o. Dead &i4e -eismic . . 55

2 . 55 .* .2 .2 .26 0.? 555 .

"lic/ ;pdate Tale "lose.

ain menu"ommands &oading !uto &oad "om

-elect : +ndian code

"ategor1: $> ,enerate loads!dd"lose.

(O#)

"lic/ &oad case details !dd 7igh light !uto &oad "omination (in left

side).

-elect : +ndian code

"ategor1: $> ,enerate loads!dd"lose.

ain menu"ommands&oading&oad &ist (selecting Design loads)

&oad &ist.

!4ailale &oad &oad list. $> 34e

2. $> 54e

*. $> Z34e

6. $> Z54e.

.D&

8.&&

.#& @. .(D&3&&)

?. .(D&3$>3)

0. .(D&5$>5)

. .(D&3$>Z3)

2. .(D&5$>Z5)

>

AA

B

BB

&oad "om

@ to 20


12/32

*. .2(D&3&&3$>3)

6. .2(D&3&&3$>5)

. .2(D&3&&3$>Z3)

8. .2(D&3&&3$>Z5)

. 0.?D&3. $>3

@. 0.?D&3. $>5

?. 0.?D&3.$> Z3

20. 0.?D&3.$> Z5

O./. "lose.

STEP 5 ( Analysis ):

From ain menu "ommands C !nal1sis Perform !nal1sis %o print

O.

STEP 6 (Post Analysis Print):

From ain enu "ommands Post !nal1sis Print -upport #eactions

To 4ie O.

STEP 7 ( Design) :

From ain menu "ommands Design "oncrete Design "urrent

code=+- 68 From ain menu Tools -et current input unit

&ength =mmE Force = % O.

-elect all the memer Define parameters

$&' =0.@ !ssign

$&Z =0.@ !ssign

F" =20 !ssign

F'!+%= 6 !ssign

F'-$" =6 !ssign

!!+% =8 !ssign


13/32

!-$" =@ !ssign

+%!+% =2 !ssign

+%-$" =@ C !ssign "lose.

De select all memers and select eams onl1 (ain menu -elect


14/32


15/32


16/32

8* 8 8 0

86 ? 8 0

8 2 8 0

88 0 8

8 * 8

8@ 8 8

8? ? 8

0 2 8

0 8 20

2 * 8 20

* 8 8 20

6 ? 8 20

2 8 20

8 0 ? 0

* ? 0

@ 8 ? 0

? ? ? 0

@0 2 ? 0

@ 0 ?

@2 * ?

@* 8 ?

@6 ? ?

@ 2 ?

@8 0 ? 0

@ * ? 0

@@ 8 ? 0

@? ? ? 0

?0 2 ? 0

? 0 ?

?2 * ?

?* 8 ?

?6 ? ?


17/32

? 2 ?

?8 0 ? 20

? * ? 20

?@ 8 ? 20

?? ? ? 20

00 2 ? 20

0 0 2 0

02 * 2 0

0* 8 2 0

06 ? 2 0

0 2 2 0

08 0 2

0 * 2

0@ 8 2

0? ? 2

0 2 2

0 2 0

2 * 2 0

* 8 2 0

6 ? 2 0

2 2 0

8 0 2

* 2

@ 8 2

? ? 2

20 2 2

2 0 2 20

22 * 2 20

2* 8 2 20

26 ? 2 20

2 2 2 20

28 0 0


18/32

2 * 0

2@ 8 0

2? ? 0

*0 2 0

* 0

*2 *

** 8

*6 ?

* 2

*8 0 0

* * 0

*@ 8 0

*? ? 0

60 2 0

6 0

62 *

6* 8

66 ?

6 2

68 0 20

6 * 20

6@ 8 20

6? ? 20

0 2 20

$


19/32

6@ *6 *

6? *8 *

0 * *@

*@ *?

2 *? 60

* 6 62

6 62 6*

6* 66

8 66 6

68 6

@ 6 6@

? 6@ 6?

80 6? 0

8 28 *

82 2 *2

8* 2@ **

86 2? *6

8 *0 *

88 * *8

8 *2 *

8@ ** *@

8? *6 *?

0 * 60

*8 6

2 * 62

* *@ 6*

6 *? 66

60 6

8 6 68

62 6

@ 6* 6@

? 66 6?


20/32

@0 6 0

@ 2

@2 2 *

@* * 6

@6 6

@ 8

@8 @

@ @ ?

@@ ? 80

@? 8 82

?0 82 8*

? 8* 86

?2 86 8

?* 88 8

?6 8 8@

? 8@ 8?

?8 8? 0

? 2

?@ 2 *

?? * 6

00 6

0 8

02 2

0* * @

06 6 ?

0 80

08 8 8

0 82

0@ @ 8*

0? ? 86

0 80 8

8 88


21/32

2 82 8

* 8* 8@

6 86 8?

8 0

8 88

8 2

@ 8@ *

? 8? 6

20 0

2 8

22 @

2* @ ?

26 ? @0

2 @ @2

28 @2 @*

2 @* @6

2@ @6 @

2? @8 @

*0 @ @@

* @@ @?

*2 @? ?0

** ? ?2

*6 ?2 ?*

* ?* ?6

*8 ?6 ?

* ?8 ?

*@ ? ?@

*? ?@ ??

60 ?? 00

6 8 @

62 @2

6* @ @*


22/32

66 ? @6

6 @0 @

68 @ @8

6 @2 @

6@ @* @@

6? @6 @?

0 @ ?0

@8 ?

2 @ ?2

* @@ ?*

6 @? ?6

?0 ?

8 ? ?8

?2 ?

@ ?* ?@

? ?6 ??

80 ? 00

8 0 02

82 02 0*

8* 0* 06

86 06 0

8 08 0

88 0 0@

8 0@ 0?

8@ 0? 0

8? 2

0 2 *

* 6

2 6

* 8

6 @

@ ?


23/32

8 ? 20

2 22

@ 22 2*

? 2* 26

@0 26 2

@ 0 08

@2 02 0

@* 0* 0@

@6 06 0?

@ 0 0

@8 08

@ 0 2

@@ 0@ *

@? 0? 6

?0 0

? 8

?2 2

?* * @

?6 6 ?

? 20

?8 8 2

? 22

?@ @ 2*

?? ? 26

200 20 2

20 28 2

202 2 2@

20* 2@ 2?

206 2? *0

20 * *2

208 *2 **

20 ** *6


24/32

20@ *6 *

20? *8 *

20 * *@

2 *@ *?

22 *? 60

2* 6 62

26 62 6*

2 6* 66

28 66 6

2 68 6

2@ 6 6@

2? 6@ 6?

220 6? 0

22 28 *

222 2 *2

22* 2@ **

226 2? *6

22 *0 *

228 * *8

22 *2 *

22@ ** *@

22? *6 *?

2*0 * 60

2* *8 6

2*2 * 62

2** *@ 6*

2*6 *? 66

2* 60 6

2*8 6 68

2* 62 6

2*@ 6* 6@

2*? 66 6?


25/32

260 6 0

26 28

262 2 2

26* * 2@

266 6 2?

26 *0

268 8 *

26 *2

26@ @ **

26? ? *6

20 0 *

2 *8

22 2 *

2* * *@

26 6 *?

2 60

28 8 6

2 62

2@ @ 6*

2? ? 66

280 20 6

28 2 68

282 22 6

28* 2* 6@

286 26 6?

28 2 0

288 28

28 2 2

28@ 2@ *

28? 2? 6

20 *0

2 * 8


26/32

22 *2

2* ** @

26 *6 ?

2 * 80

28 *8 8

2 * 82

2@ *@ 8*

2? *? 86

2@0 60 8

2@ 6 88

2@2 62 8

2@* 6* 8@

2@6 66 8?

2@ 6 0

2@8 68

2@ 6 2

2@@ 6@ *

2@? 6? 6

2?0 0

2? 8

2?2 2

2?* * @

2?6 6 ?

2? @0

2?8 8 @

2? @2

2?@ @ @*

2?? ? @6

*00 80 @

*0 8 @8

*02 82 @

*0* 8* @@


27/32

*06 86 @?

*0 8 ?0

*08 88 ?

*0 8 ?2

*0@ 8@ ?*

*0? 8? ?6

*0 0 ?

* ?8

*2 2 ?

** * ?@

*6 6 ??

* 00

*8 8 0

* 02

*@ @ 0*

*? ? 06

*20 @0 0

*2 @ 08

*22 @2 0

*2* @* 0@

*26 @6 0?

*2 @ 0

*28 @8

*2 @ 2

*2@ @@ *

*2? @? 6

**0 ?0

** ? 8

**2 ?2

*** ?* @

**6 ?6 ?

** ? 20


28/32

**8 ?8 2

** ? 22

**@ ?@ 2*

**? ?? 26

*60 00 2

*6 0 28

*62 02 2

*6* 0* 2@

*66 06 2?

*6 0 *0

*68 08 *

*6 0 *2

*6@ 0@ **

*6? 0? *6

*0 0 *

* *8

*2 2 *

** * *@

*6 6 *?

* 60

*8 8 6

* 62

*@ @ 6*

*? ? 66

*80 20 6

*8 2 68

*82 22 6

*8* 2* 6@

*86 26 6?

*8 2 0

-T!#T ,#O;P D$F+%+T+O%

F&OO#


29/32

JF&OO#- 62 TO ? 8 TO @0 @2 TO ?? 0 TO 20 22 TO *? 6 TO 80

5

82 TO ? @ TO 200

J#OOF 20 TO 260

$%D ,#O;P D$F+%+T+O%

D$F+%$ !T$#+!& -T!#T

+-OT#OP+" "O%"#$T$

$ 2.e300

PO+--O% 0.

D$%-+T' 2

!&P7! e500

D!P 0.0

$%D D$F+%$ !T$#+!&

"O%-T!%T-

!T$#+!& "O%"#$T$ !&&

$


30/32

@8 ?0 ? ? ?8 ?? 200 ;%+ ,' 5.

K-T!+#"!-$ &O!D

K-P!%=L D&=*. -$&F3.2 F+%+-73. -T$P I$+,7T = 8.

%M->=A;D& O%


31/32

&O!D * &O!DT'P$ -eismic T+T&$ &O!D "!-$ *

@?* &O!D Z

&O!D 6 &O!DT'P$ -eismic T+T&$ &O!D "!-$ 6

@?* &O!D Z 5

&O!D &O!DT'P$ Dead T+T&$ D&

#$F$#$%"$ &O!D

# .0

&O!D 8 &O!DT'P$ &i4e T+T&$ &&

#$F$#$%"$ &O!D

#2 .0 #* .0 #6 .0

&O!D #$D;"$D&&

#$F$#$%"$ &O!D

#2 0.2 #* 0.

&O!D "O< @ ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$-

. 8 .

&O!D "O< ? ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- *

.2 .2 .2

&O!D "O< 0 ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 6

.2 .2 2 .2

&O!D "O< ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$-

.2 .2 * .2

&O!D "O< 2 ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 8

.2 .2 6 .2

&O!D "O< * ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 2

. .

&O!D "O< 6 ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- *

. 2 .

&O!D "O< ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 6

. * .

&O!D "O< 8 ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$-

. 6 .

&O!D "O< ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 20


32/32

0.? .

&O!D "O< @ ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 2

0.? 2 .

&O!D "O< ? ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 22

0.? * .

&O!D "O< 20 ,$%$#!T$D +%D+!% "OD$ ,$%#!&J-T#;"T;#$- 2*

0.? 6 .

P$#FO# !%!&'-+- P#+%T -T!T+"- "7$"

&O!D &+-T @ TO 20

-T!#T "O%"#$T$ D$-+,%

"OD$ +%D+!%

F" 2000 !&&

F'!+% 00000 !&&

TO#-+O% $< 6 TO 260

D$-+,%

seismic analysis using reference load dt 5.9.13

Documents