$ $ $ SARGON CSE ASCII CONVERSION FILE $ $ $ All data input using (mm, N, C°) and derived units $ $ JOINT COORDINATES 3 1 0.000000e+000 0.000000e+000 0.000000e+000 2 0.000000e+000 0.000000e+000 6.650000e+003 3 4.200000e+003 0.000000e+000 6.650000e+003 $ $ 1 constrained; 0 free (all nodes must be input) $ JOINT CONSTRAINTS 1 1 1 1 1 1 1 2 0 0 0 0 0 0 3 0 0 0 0 0 0 $ $ number E Poisson weight_den alpha fy fu "name" $ MATERIALS 1 1 2.100000e+005 3.000000e-001 7.700850e-005 1.200000e-005 3.550000e+002 5.100000e+002 "S355" $ $ CROSS-SECTIONS $ $ number kind "name" $ fields depending on the cross-section kind $ $ tf= flange thickness; tw= web thickness; BF= flange width; H= full depth $ $ $ kind = 0 read in conversion file $ [no more rows] $ $ $ kind = 1 rolled H or I $ d1 d2 d3 d4 d5 where $ d1 = H; d2 = BF; d3 = tw; d4 = tf; d5 = r $ $ kind = 2 rolled IPN $ d1 d2 d3 d4 d5 d6 where $ d1 = H; d2 = BF; d3 = tw; d4 = tf; d5 = r d6 = r1 $ $ kind = 3 rolled channels tapered sides $ d1 d2 d3 d4 d5 d6 where $ d1 = H; d2 = BF; d3 = tw; d4 = tf; d5 = r d6 = r1 $ $ kind = 4 rolled angle (L) $ d1 d2 d3 d4 d5 where $ d1 = H; d2 = B; d3 = t; d4 = r d5 = r1 $ $ kind = 5 --- reserved $ $ $ kind = 6 plate or rectangular $ d1 d2 where $ d1 = H; d2 = B $ $ kind = 7 round or chs $ d1 d2 where $ d1 = D; d2 = t (if round t= D/2) $ $ kind = 8 --- reserved $ $ $ kind = 9 welded H $ d1 d2 d3 d4 d5 d6 where $ d1 = H;d2 = BUP;d3 = BDN;d4 = tw;d5 = tfUP;d6 = tfDN $ $ kind = 10 L sharp corners or L welded $ d1 d2 d3 d4 where $ d1 = H;d2 = B;d3 = tw;d4 = tf $ $ kind = 11 U sharp corners or U welded $ d1 d2 d3 d4 where $ d1 = H;d2 = B;d3 = tw;d4 = tf $ $ kind = 12 T sharp corners or T welded $ d1 d2 d3 d4 where $ d1 = H;d2 = B;d3 = tw;d4 = tf $ $ kind = 13 Box $ d1 d2 d3 d4 where $ d1 = H;d2 = B;d3 = tw;d4 = tf $ $ kind = 14 --- reserved $ $ $ kind = 15 [] 2 rolled channels tapered sides $ d1 d2 d3 d4 d5 d6 d7 where $ d1=H;d2=BF;d3=tw;d4=tf;d5=r;d6=r1;d7 = clear dist $ $ kind = 16 ][ 2 rolled channels tapered sides $ d1 d2 d3 d4 d5 d6 d7 where $ d1=H;d2=BF;d3=tw;d4=tf;d5=r;d6=r1;d7=clear dist $ $ kind = 17 --- reserved $ $ $ kind = 18 --- reserved $ $ $ kind = 19 --- reserved $ $ $ kind = 20 --- reserved $ $ $ kind = 21 --- reserved $ $ $ kind = 22 _||_ 2 angles $ d1 d2 d3 d4 d5 d6 i1 where $ d1=H;d2=B;d3=t;d4=r;d5=r1;d6=clear dist i1 = 0 or 1; $ (short/long side in contact) $ $ kind = 23 >< 2 angles $ d1 d2 d3 d4 d5 d6 i1 where $ d1=H;d2=B;d3=t;d4=r;d5=r1;d6=clear dist $ $ kind = 24 + 4 angles $ d1 d2 d3 d4 d5 d6 i1 where $ d1=H;d2=B;d3=t;d4=r;d5=r1;d6=clear dist $ $ kind = 25 Generic (defined by area and second area moment) $ d1 d2 d3 d4 d5 d6 where $ d1=A;d2=A2;d3=A3;d4=J1;d5=J2;d6=J3 $ $ kind = 26 Rhs (rectangular hollow section, rounded corners, rolled) $ d1 d2 d3 d4 where $ d1=H;d2=B;d3=t;d4=r (r external radius) $ $ kind = 27 Composed generic: made up by a number "n" of cross sections $ see documentation $ $ kind = 28 Cold generic: made up by a number "n" of sides straight or curved (possibly holes) $ see documentation $ $ kind = 29 Hat cold formed (Omcf) $ d1 d2 d3 d4 d5 where $ d1=H;d2=B;d3=D;d4=t;d5=r; $ (D lip length; r internal radius) $ $ kind = 30 Channel cold formed (with or without lips) (Ucf) $ d1 d2 d3 d4 d5 where $ d1=H;d2=B;d3=D;d4=t;d5=r; $ (D lip length; r internal radius) $ $ kind = 31 Zed cold formed (with or without lips) (Zcf) $ d1 d2 d3 d4 d5 where $ d1=H;d2=B;d3=D;d4=t;d5=r; $ (D lip length; r internal radius) $ $ kind = 32 Angle cold formed (with or without lips) (Lcf) $ d1 d2 d3 d4 d5 where $ d1=H;d2=B;d3=D;d4=t;d5=r; $ (D lip length; r internal radius) $ $ kind = 33 ][ two channels cold formed, with or without lips $ d1 d2 d3 d4 d5 d6 where $ d1=H;d2=B;d3=D;d4=t;d5=r;d6= clear distance $ (D lip length; r internal radius) $ $ kind = 34 Poli: generic made up by "n" polygons (holes allowed) $ see documentation $ $ kind = 35 Thsm: Tee cut by rolled H or I $ d1 d2 d3 d4 d5 where $ d1=H; d2=BF; d3=tw; d4=tf; d5=r $ $ kind = 36 Asb Asymmetric Beams $ d1 d2 d3 d4 d5 d6 where $ d1=H; d2=BFup; d3=BFdn; d4=tw; d5=tf; d6=r $ $ kind = 37 UPFC rolled channels parallel flanges $ d1 d2 d3 d4 d5 where $ d1=H; d2=BF; d3=tw; d4=tf; d5=r $ $ $ CROSS SECTIONS 2 1 9 "HH " 500.000000 500.000000 500.000000 20.000000 30.000000 30.000000 2 16 "CC " 320.000000 100.000000 14.000000 17.500000 17.500000 8.750000 30.000000 $ $ PROPERTIES $ $ number thickness_ij thickness_jk j_ij j_jk "name" (thick:mm; j: mm^3) $ PROPERTIES 0 $ $ tnumber n1 n2 sec mat axis2,x axis2,y axis2,z $ TRUSSES 1 1 1 3 2 1 0.000000e+000 -1.000000e+000 0.000000e+000 $ $ bnumber n1 n2 sec mat axis2,x axis2,y axis2,z $ BEAMS 1 1 1 2 1 1 1.000000e+000 0.000000e+000 0.000000e+000 $ $ All beams : 0 not released; 1 released. 12 codes. 1st 2nd extreme. $ BEAM RELEASE 1 0 0 0 0 0 0 0 0 0 0 0 0 $ $ All truss: color_code1 color_code2. Color_code#: 0-255 . $ TRUSS CONNECTION CODES 1 0 0 $ $ All beams: code1 code2 color_code1 color_code2. Code#: 0 not connected; 1 connected. Color_code#: 0-255 . $ BEAM CONNECTION CODES 1 0 0 0 0 $ $ All beams : (X, Y, Z)1st extreme (X, Y, Z)2nd extreme. Global ref from node to extreme $ BEAM OFFSET 1 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 0.000000e+000 $ $ LOAD CASES AND LOADS APPLIED $ $ $ LOAD_CASE# KIND "NAME" $ $ $ NODAL FORCES $ $ $ NODE FORCE/MOMENT X Y Z (FORCE= 1 MOMENT = 2) $ $ $ BEAM CONCENTRATED FORCES OR MOMENTS $ $ $ BEAM FORCE/MOMENT REF(GLOBAL=0 LOCAL=1) ABSC (0<= val <= 1) X Y Z (FORCE= 1 MOMENT = 2) $ $ $ BEAM UNIFORM DISTRIBUTED LOADS $ $ $ BEAM FORCE/MOMENT REF(GLOBAL=0 LOCAL=1) X Y Z (FORCE= 1 MOMENT = 2) $ $ $ BEAM LINEAR DISTRIBUTED LOADS $ $ $ BEAM FORCE/MOMENT REF(GLOBAL=0 LOCAL=1) X1 Y1 Z1 X2 Y2 Z2 (FORCE= 1 MOMENT = 2) $ $ $ BEAM GENERAL LINEAR DISTRIBUTED LOADS $ $ $ BEAM FORCE/MOMENT REF(GLOBAL=0 LOCAL=1) ABSC_START(0-1) ABSC_END(0-1) X1 Y1 Z1 X2 Y2 Z2 (FORCE= 1 MOMENT = 2) $ $ $ ELEMENT TEMPERATURE LOADS $ $ $ ELEMENT# ELEMENT_TYPE TEMPERATURE (EL_TYPE: 13 BEAM, 14 TRUSS, 101 PLATE, 102 MEMBR, 104 SOLID ) $ LOAD CASES 0 $ $ COMBINATIONS $ $ KIND "NAME" (KIND: 0 LINEAR; 1 ABS+; 2 ABS-; 3 SRSS+; 4 SRSS-) $ load_case# fact_load_case (NLCASE ROWS) $ COMBINATIONS 0 END FILE