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نوطة تعليمية لبرنامج Sap2000
1.
:
! % &' ( ) * ) +, - $ "# 2 3 1 1 1 ./ , & 0 SAP 2000-8.11 ! ./ 2 5 4 6 " / ' 7 8 7 9 . • : • 2 1 7 / • / ' 3 1 • 0 6 7 ; . 2 • /< & = # ; • PRESTRESS CONCRETE . ; . 2 • &' * "1 • !" #$ % &' "( ) # . - : )* + > 2 /– 7 ?1 – " – > 3 2005 /4 / 7 /* ) <& </ 6 + ./ * : Jas981@hotmail.com 1 jas981@hotmail.com
2.
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9 @" > 2 / ' # < ?. 2 , + * , * A 7 & & :' B, B / * * 9 * 7 9 * &: > 0 D 7 C * * 1 C 12 - /' * 5& & C 1 & E % & 1 .4 % + & > 3" E + 7 . / G 6 &F H * / : H 3 /* 4 3 " " E . - 2 : . / & * . & * 27 1 2 17 /- ( ' & * <63 E " < & >/ & / * : H 7 3 . /* + 3& . * ) *+ ,- %&' (# #$ !" # #$ 120 3 4 . / ) 0- . / 0- 1&20 #$ !) 0 ) ' 5 , 6 ,7 < " = 2# :;2 , ' 0- 8 9' 2# B C ,&D7 0- 3 @A ) 4 >?" ' &+ ,- ) G ,&-$ 120 E&F- &I&7 K *& J ,4 - # H&I- = 2# 5") L ,& 2 jas981@hotmail.com
3.
sap 2000 -8.11
!" '! ()* +*,-)* ./0* • 1(23)* ./0* • 1(23)* ./0* • !"/)* (35 617/) 4(5 * • : ' -3)* ' -3)* 809 !"/)* :/ ; • C:Program FilesComputers and StructuresSAP2000 8 Nonlinear ./0* 9 '! ()* +*,-)* 4)Q P'* , !"/)* (35 J K L/ M* 1N • sap 2000 8.11 1(23)* 1(23)* ./0* :R 1(23)* ./0* :R • • • 1(23)* ./0* • S(3)* *TU V*W X(3)* 3P Y- * • Computers and Structures :R Program Files :R C +*,-)* ./0* • X(3)* ZTU 8[)* :R SAP2000 8 Nonlinear :R '*, )* 91"] L^ ; • 3 jas981@hotmail.com
4.
'!)* 4(5
* • :R sap 2000 8.11 1(23)* ./0* 9 '! ()* +*,-)* 4)* P'* • sap2000v808 Y-" :+ , J X( 1(23)* *TU b0 12/; c d CRACK 1(23)* ./0* • J X(3)* J TU : 4)Q h6 , 7)* !"/ g3+ c d 4)Q eUf* • C:Program FilesComputers and StructuresSAP2000 8 Nonlinear J X(3)* J TU 8[( :+ • '*, )* L^ ; • '!)* 4(5 * • SAP 2000 – 8.11 !" " L * 1+ i,j k)T 9 • 4 jas981@hotmail.com
5.
Sap 200 -
8.11 (n 6 opV J sap 4(5 m N/"; 1on q/r- jrs tNq hT)* 9 b) /)* u -7)* !v 2)* " 1) Jj ) ) /)* M,3 () | N/ 9 ( 30 x 70) ZW N 6 DL = 3 t/m :} ^/ 5~,3)* • LL = 2 t/m DL = 3 t/m : n(n3)* • LL = 2 t/m DL = 8 t :ƒ!„ 3)* • LL = 5 t (M , N , T W,L2)* qq‡ 1P96 : †,(q3)* 9 i 3)* u‡)* 1P96 r 9*!)* br0 r3v )* Jr kr)f9 r r r 1‡/r-3)* *1rd*,)* 1r 1 -1 r r r ƒ1rd*9 , o,q)* ƒ1d*9 , ƒ'* )* P'W ) (t , m , c) Jj/)9 4(X-)* " 3 )* ( ƒ, )* U1"5 new model ' /‡ file 3v )* J -2 Jj) ƒ!U 2)* e)*, )* J 1 1N)* t 0 '*,d L^ ; ' /‡ k)T) Œs" js/ J 617 i6 •0Ž* J grid only number of grid spaces 3)* J3• -3 :b( 3„ ‡)* ’ * 2 :+ )* • x direction ‡)* b0 ( x Z 2 J / /0 J S)“ ") n i6 k)f ) 0 :+ )* • y direction ‡)* b0 ( y ', 3)* Z 2 ["5 " 1) 1P, M t 6 k)f ) z direction ‡)* b0 Ž* k)T„ 9 5 jas981@hotmail.com
6.
Z 2 *
„ b0 /X)* o, 3 + o15 grid spacing 3)* J3• -4 1r"5 r3L (35 r"72d r" 6 ' r7/5* 4r(5 z 9 y J / ‡) } 3/UM b5*W M ) number of grid spaces J3• 3L (j) 0 3 )* "N•9 o r / M* er2 k)Tr) xz h,/r-3)* br0 ƒW r5 :; !v*,2)* iQ : ^dp k)f9 xz h,/-3)* 4)Q '!)* 4(5 ") /X)* W N 6 1N -5 coordinate/grid system '*, )* L^ 0 –9W! * j7s)* uV 5 *- direction d ")* b0 x Z 2 M* ,U o NX)* Z 2 M* i6 1„Œ - ™ , ˜")* b0 6 :+ )* L^ 0xdirection d ")* b0 6 :+ )* W1d - Move grid line uš•* :R 4 4)Q 3 )* ZTU ok :R Move grid line :R 10 t" M1 e/„*912 :+ )* 4)Q /*- J / /X)* b), W1d 1+ i,j k)T 9 ] "N)* S N -6 '*, )* L^ 0Frame/cable sections /V* define 3v )* J - frame propeties Add rectangular ( q/- S•6 ) /V* js)* b0 3„9 - ƒW r3)* œ,r r ™beam 4r)Q q 3)* :;* ™ :Radd new property uš• *- 0.3 4)Q width | N)* 3 + 90.7 4)Q depth 83N)* 3 + ™ :Rconc 4)Q 6 jas981@hotmail.com
7.
beam NP*9reinforcement uš•*-
T0*,")* 32) ok :R 3)* bU Œs"3)* :;' - 7 :; )* ") . / ƒ*W6 bU9 draw frame/cable /V* draw 3v )* J • Z r"0 5 hTr)* rq 3)* tr" ' r/‡ '*,rd r L^ 0 • VŽ q J beam :; ; :r ; :r R beam :r ; Z r "0 5 hTr )* r q 3)* ' r /‡ r ] "N)* :r ; ) r r r r r • ƒ VŽ 0 n)* 4)Q 4)9Ž* q ")* J Œs"3)* Esc '!)* uš• :; )* (35 K L ž • : ^dp ƒ*WŽ* 4(5 uš•)* opV J ] "N)* } +'69 L +'69 1 N)* ' k"j3 • joints J / d ")* J „ b0 lables } 6 8 p5 • 9 :R frames 9 1 N)* 9 ] "N)* } +'6 L^/; U1"5 ok * • 1 N)* ) joints d ")* b0 invisible } 6 8 /)* p5 ¡)* • 1 -3)* -8 r- Ž* '!r)* 4(5 uš•) 1 1 /)* (35 :/ ) 2 9 1 ƒ1 N)* W1 • ( ƒ1 N)* o,d ƒT0 js e -)*9 ¢9 3() W "/r;M* ' r/‡ :rR restraintes :rR joint r/V* assign r3v )* Jr • e; "3)* 3 ƒ1 N)* (3N)* £X ' j • M,3 )* -9 " 1) 3 /)* M d S N J 1 M *17)* b0 define loads '*, )* L^ 0 load cases /V* define 3v )* J DL Jj )9 load name ‡)* b0 ),3 )* :;* /V* • type ‡)* J ),3 )* ZTU œ, /V* • rr 7)* i6 brr"N 1 :+ rr)* self weight multiplier rr ‡)* brr0 • i~,r)* er- Jr) r 7)* i6 b"N 0 3 )*9 b *T)* i~,)* e- ; ‡)* ZTU b0 0 •") , b *T)* modify load '!)* " • Jr 0 •¤) add new load '!)* uš• "U Jj) • 6 d ),3d m N • modify load 7 jas981@hotmail.com
8.
T0*,")*
32) ok uš• • M,3 )* e „ S N e „ /)* 4(5 h',-)* b N)* W,j)* 13/N 1 )* q)* b0 :(N 3„ 1.5 DL + 1.8 LL '!)* uš•* combinations ' /‡ define 3v )* J • Response ombination data '*, )* L^ 0 add new combo u1 † e „ /)* b3- • linear add ,U ' ‡)* i6 1„Œ/ combination type d ")* J • dead bU ),3 )* i6 1„Œ/ case name d ")* b0 • / 3)* ),3 () 1.5 bU9 7-")* • scale factor d ")* b0 • add '!)* uš• • LL 4)Q ),3 )* š case name d ")* b0 • )* ),3 () 1.8 bU9 7-")* • scale factor d ")* b0 • add '!)* uš• • OK uš• • 8 jas981@hotmail.com
9.
M,3 )* ˜
[‡ -9 t (5 ") k)f9 1 ["N)* W1d distributed :R frame load /V* assign 3v )* J dead 4)Q 3 /)* ) d :;* ™ o NX)* ,U add to existing loads ' ‡)* i6 1„Œ options d ")* J Z r2 gravity ,U Z 2 M* i6 9 forces •,+ ,U ),3 )* u3 i6 1„Œ global bU '9 3)* (3P i6 9 •'Ž* f 2)* 3t/m ") n b0 bU9 ),3 )* 3 + • uniform load d ")* b0 ["N)* *TU 4(5 5~, ),3 )* 1U s/; ok '!)* uš•* LL = 2t/m )* ),3 () 7-") (3N)* £X 1 N : t 7" ƒ!„ 3)* ),3 )* P* J t (5 ") k)f9 1 ["N)* W1d point :R frame load /V* assign 3v )* J dead 4)Q 3 /)* ) d :;* ™ o NX)* ,U add to existing loads ' ‡)* i6 1„Œ options d ")* J Z r2 gravity ,U Z 2 M* i6 9 forces •,+ ,U ),3 )* u3 i6 1„Œ global bU '9 3)* (3P i6 9 •'Ž* f 2)* ƒ1rd*9 ƒ,r+ § r"U r") n br0 Jj)9 ƒ1d*9 N0W •,+ '6 •9 ""j3 relative distance from end 1 ' r ‡)* i6 1„Œ/ point loads d ")* J k)T) o NX)* ,U ( S[/"3)* b0 h6 ) 0.5 4)Q 1 ‡)* g distance 3 )* š ( ƒ, )* 3 + ) 8 4)Q 1 :+ )* g load 3 )* š 9 jas981@hotmail.com
10.
^dp Jr M1r absolute
distance from end 1' r ‡)* r NX Jrj3 r (q3)* 0 r-3)* V1r Z1r"5 relative distance from end 1 Sr[/" brU9 2 r• distance d ")* b0 1 :+ )* g pn 4m 0 -3)* LL = 5t )* ),3 () 7-") (3N)* £X 1 N : t 7" t (5 ") k)f9 2 ["N)* W1d distributed :R frame load /V* assign 3v )* J dead 4)Q 3 /)* ) d :;* ™ o NX)* ,U add to existing loads ' ‡)* i6 1„Œ options d ")* J Z 2 gravity ,U Z 2 M* i6 9 forces •,+ ,U ),3 )* u3 i6 1„Œ global bU '9 3)* (3P i6 9 •'Ž* f 2)* Trapezoidal loads d ")* J o NX)* ,U absolute distance from end 1 ' ‡)* NP* 0 3 )* uniform load d ")* b0 t * 1„Œ ( /X)* S[/" ) 3 4)Q 2 ‡)* g distance 3 )* ™ ( n(n3)* ),3 )* ƒ1¨) 3 4)Q 2 ‡)* g load 3 )* ™ 6 4)Q 3 ‡)* g distance 3 )* ™ 0 4)Q 3 ‡)* g load 3 )* ™ ok * 10 jas981@hotmail.com
11.
LL = 2t/m
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