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                                    SAP 2000-8.11 !
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                       Jas981@hotmail.com

1         jas981@hotmail.com
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sap 2000 -8.11                         !"
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                                !"/)*     (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)*


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                           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
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3              jas981@hotmail.com
'!)* 4(5  *   •
          :R sap 2000 8.11 1(23)* ./0* 9   '! ()* +*,-)* 4)* P'*   •
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    Y-" :+ , J X( 1(23)* *TU b0 12/; c d CRACK 1(23)* ./0* •
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    C:Program FilesComputers and StructuresSAP2000 8 Nonlinear

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                SAP 2000 – 8.11            !" " L * 1+ i,j k)T 9   •




4           jas981@hotmail.com
Sap 200 - 8.11
            (n 6 opV J sap                  4(5 m N/";

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    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
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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
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                      ' /‡ k)T) Œs"       js/ J 617 i6         •0Ž* J
                                                               grid only
                             number of grid spaces         3)* J3• -3
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                                      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
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
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                     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
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
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
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
^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
LL = 2t/m       )* ),3 () 7-")         (3N)* £X 1 N : t 7"


                                                  : ^dp
         h6 b0 k"j3 9 :; )* 4(5 M,3 )* bX/‡ }15 8( M
                             b( 3„ M,3 )* 3P         ' ^ )
     :R frame /V* :R show load assigns /V* display 3v )* J
                        ok :R L/ ' 1 b/)* ),3 )* :;* /V*

                                                Œs"3)* S N -10

                /V* analyze 3v )* J k)f 9 h,/- t 6 4(5 Œs"3)* m N
 J     " L/ * 1+ i,j k)T 9 ok :R xz plane ' /‡ :R set analysis options
                                       ( /)* (3N }, i©* 9 Œs"3)* K "
                                             Œs"3)*       (    -11
                                                  S(3)* i!‡        •
uš• '*,d      " 1) L^ 0 run analysis ' /‡ analyze 3v )* J          •
                          ( /)* (35 617/0 run now '!)* 4(5
           analysis complete (3P L^ 4/d ( /)* 3/-                  •
                            ª 2" 4L/ * 1+ 3N)* iQ b"N *TU          •
 (js § "U t * b"N *TU analysis uncomplete (3P L^         1"5       •
                                       ( Œs"3)* '* /;* }1N„)
                                                     v /")*      ' -11
                                  ( i 3)* u‡)* ) Z,s3)*       js)* M96

         L^ U1"5 show deform shspe ' /‡ display 3v )* J
                                         deformed shape '*, )*
     hT)* e „ /)* 96 ),3 )* ' /‡ case/combo name       ‡)* b0
 pn , e „ /)* 96 ),3 )* ZTU J5     ")* Z,s3)* js)*      ) Z1
                                                      u1 ' /‡
             i 3)* u‡)* ¢ 3 :j /)* ""j3 scaling d ")* b0
 cubic 9 wire shadow } 6 8         p5 • options d ")* b0
                                                        curve

          ' ""j3 U1"5                       '!)* 4(5 "qš• *fQ9
                          ;,3)*     §   /    js Z,s3)* js)*




                    u1

11          jas981@hotmail.com
ƒ15 -3()           *9WŽ* «N

                        š[/)*9    7j/)*     *9W6
                                          ƒT0      js       7j/()
                       ¨ s)* W91d J3• Œs"3)*            „    N2)
                                      8 -)*        js() i1 N
                                ƒ,qV '*1 3      š[/)* 9     7j/()
                   Z 2 * hŒ 9 K s 3X „ Œs"3)* k             ""j3




                           1 1 /)*   *9W6

      ¨ s)* 4(5 },;       Kb¨    „ " 1) W1 / '!)* *TU 4(5           ")

                     8 -)* 1 1 /)* ' /V* :/ '!)* *TU 4(5            ")
                              1 1 /)* K š)Q :/ '!)* *TU 4(5         ")
 tN    N     /3)* ] "N)* 3P ' /V },        q / uV '!)* *TU :;
           ƒ ¨ 7 t (5 ") ["5 h6 1 1         )*~Q 96 1 1 Jj3 3„


                                                                : ^dp
      k)f 9 u 0 1 N)* J3• MQ L^ M Z,s3)* js)* b0 : )*
       *'91)* 9 M / M* 3 + L^ c d J3 Ž* '!) L (5 ")
                                         ƒ1 N)* ZTU b0
                                         o N0Ž* W9W' : R
      joints /V* :R show forces/stresses /V* display 3v )* J
                          joint reaction forces '*, )*     L^
                   U1 ' ‡)* Case/combo name          ‡)* b0 •
           o N0Ž* W9W' L^/0 OK uš• :R pX;6 js)* 8             9




12          jas981@hotmail.com
( M , N , T ) W,L2)*               qq‡ – n) R
     frame /V* :R show forces/stresses /V* display 3v )* J
                                               '*, )*     L^

     : c d †,(q3)* 1L2)* uq‡ ' /V* ""j3 component d ")* J
                                     ', 3)* •, )* Axial force •
          ( ),+ s)* •, )* J5      ")* )     )* 1L2)* Shear 2-2 •
             (   0Ž* •, )* J5     ")* )     )* 1L2)* Shear 3-3 •
                                         /X)* uq‡ Torsion •
           (   0Ž* •, )* J5   ")* ) z o,d }!N)* Moment 2-2 •
        ( ),+ s)* •, )* J5    ")* ) y o,d }!N)* Moment 3-3 •




                    shear2-2 #$ % &'( )*+,




                  moment 3-3 4 *567 89 )*+,

                                                  :     U ^dp
J        '!)* 4(5 ")* J M96 1 p0 Œs" b0       Kb¨ 1N/ e™ 1+
          7 P " 73)* ƒT0 ")* L^ '!)* *TU 4(5 ")* 1"5 9 X )* k0 P6
                                      (3N }, :R 80*, '!)* 4(5 "
                                                              1N/)*




13         jas981@hotmail.com
: ^dp
           '!)* 4(5        ") k)f 9 :-2              js Œs"3)*     ' ""j3
                                  js)* 8             general   d ")* J :R




                             '*'~Ž* «N ®*,V
                                                ™* 0 Œs"3)*     'J     ""j3

      :R t (5   " ) *9~ ƒ15 J        ™* 0     js)*      :j /)* J ""j3
                                                       (1   3X „ js)* '91
                                     xy h,/-3)* b0       js)*      ' ""j3
                                      xz h,/-3)* b0       js)*       ' ""j3
                                     yz h,/-3)* b0       js)*        ' ""j3
                                                      S(‡() ƒ,qV P* /()

            P* /)*   (35    7+    js() ƒW,N)*9 P* /)*      (35 J5 b( /()




                        : - ")* - /)*            *' V
                                 :; )*       (35 b0 15 -      3L      *' V bU9

       9 j7s)* 1 5 u /( 9 b•* /0M* ' ‡)* ,U9
                                ] "N)*    L

      £ )9 u 0 ] "N)*       X[/" 9       L - /)M
                                      j7s)* -,qV

                            ] "N)*       N     u /(

     },; 3)* ["N)* 4(5       W,3N)* ] "N)* u /(


     },; 3)* u‡)* 4(5 „          )* 4(5 ¨“3)* 72
                                        q - /)M



14           jas981@hotmail.com
trim      Ž*
          : b( 3„ k)f9 ["N)* J  ,™    ™ K*!P6 mT },      6 ,U9
                          t" K!P mTd 1 hT)* ["N)* ' /‡ •
                                   tN        / ["5 ' /‡ •
             mT ; hT)* ["N)*    L b0 q ")* 96 ƒ1 N)* W1    •
                                      ' /‡       3v )* J   •
                                          '*, )*      L^ •
                                    } 68          p5 • •
                                                 ok uš• •
                                                                   on




                     k      /)*9 Y-")*        *96
       t[v [V Y- i9W ["N)* Y-"        Ž* *TU }, : copy Ž* (1
                               edit 3v )* J Z' /V* Jj3 9
     t[v [V 3P       ["N)* Y-"   Ž* *TU }, : replicate Ž* (2
                                edit 3v )* J Z' /V* Jj3 9
      edit 3v )* J Z' /V* Jj3 , ["N)*     " }, : move  Ž* (3

                        ™* X)* " N3)*         *96
                                             ' /‡        3v )* J   •
              : ) /)* '*'~Ž* ! 3 c d            '*, )*      L^ 0   •
                            9*! Z o,d Œs"3)* '91            (1
                          9*! X o,d Œs"3)* '91              (2
('* X)* q " ) , b™* X)* Œs"3() h' 3N 1N K q5ž               (3




15          jas981@hotmail.com

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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. ' 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 )* ),3 () 7-") (3N)* £X 1 N : t 7" : ^dp h6 b0 k"j3 9 :; )* 4(5 M,3 )* bX/‡ }15 8( M b( 3„ M,3 )* 3P ' ^ ) :R frame /V* :R show load assigns /V* display 3v )* J ok :R L/ ' 1 b/)* ),3 )* :;* /V* Œs"3)* S N -10 /V* analyze 3v )* J k)f 9 h,/- t 6 4(5 Œs"3)* m N J " L/ * 1+ i,j k)T 9 ok :R xz plane ' /‡ :R set analysis options ( /)* (3N }, i©* 9 Œs"3)* K " Œs"3)* ( -11 S(3)* i!‡ • uš• '*,d " 1) L^ 0 run analysis ' /‡ analyze 3v )* J • ( /)* (35 617/0 run now '!)* 4(5 analysis complete (3P L^ 4/d ( /)* 3/- • ª 2" 4L/ * 1+ 3N)* iQ b"N *TU • (js § "U t * b"N *TU analysis uncomplete (3P L^ 1"5 • ( Œs"3)* '* /;* }1N„) v /")* ' -11 ( i 3)* u‡)* ) Z,s3)* js)* M96 L^ U1"5 show deform shspe ' /‡ display 3v )* J deformed shape '*, )* hT)* e „ /)* 96 ),3 )* ' /‡ case/combo name ‡)* b0 pn , e „ /)* 96 ),3 )* ZTU J5 ")* Z,s3)* js)* ) Z1 u1 ' /‡ i 3)* u‡)* ¢ 3 :j /)* ""j3 scaling d ")* b0 cubic 9 wire shadow } 6 8 p5 • options d ")* b0 curve ' ""j3 U1"5 '!)* 4(5 "qš• *fQ9 ;,3)* § / js Z,s3)* js)* u1 11 jas981@hotmail.com
  • 12. ƒ15 -3() *9WŽ* «N š[/)*9 7j/)* *9W6 ƒT0 js 7j/() ¨ s)* W91d J3• Œs"3)* „ N2) 8 -)* js() i1 N ƒ,qV '*1 3 š[/)* 9 7j/() Z 2 * hŒ 9 K s 3X „ Œs"3)* k ""j3 1 1 /)* *9W6 ¨ s)* 4(5 },; Kb¨ „ " 1) W1 / '!)* *TU 4(5 ") 8 -)* 1 1 /)* ' /V* :/ '!)* *TU 4(5 ") 1 1 /)* K š)Q :/ '!)* *TU 4(5 ") tN N /3)* ] "N)* 3P ' /V }, q / uV '!)* *TU :; ƒ ¨ 7 t (5 ") ["5 h6 1 1 )*~Q 96 1 1 Jj3 3„ : ^dp k)f 9 u 0 1 N)* J3• MQ L^ M Z,s3)* js)* b0 : )* *'91)* 9 M / M* 3 + L^ c d J3 Ž* '!) L (5 ") ƒ1 N)* ZTU b0 o N0Ž* W9W' : R joints /V* :R show forces/stresses /V* display 3v )* J joint reaction forces '*, )* L^ U1 ' ‡)* Case/combo name ‡)* b0 • o N0Ž* W9W' L^/0 OK uš• :R pX;6 js)* 8 9 12 jas981@hotmail.com
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