Download User Manual - Engineering Computing Facility
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MANUAL Page 81 Membrane-2000 Response-2000 Triax-2000 Shell-2000 TRANSREINF _text1 A _fnum TYPE _text1 PATTERN _inum first transverse reinforcement type total area of all legs of steel type (either rebar or prestressed type) style of type: 0 = single leg 1 = open stirrup 2 = closed stirrup 3 = hoop 4 = T headed single leg SPACE _fnum spacing of reinforcement (mm,in,cm) [DISTTOP _fnum] distance from bottom of section to top of reinforcement (mm,in,cm) [DISTBOT _fnum] distance from bottom of section to bottom of reinforcement (mm,in,cm) [AI _fnum] area of individual bar [DB _fnum] diameter of individual bar [BART _text1] title of bar type Note that we can specify bart=#5 or we could specify AI=200mm2, DB=16 mm and get same thing. If both specified, BART precedence [DEP _fnum] Delta-epsilon-p prestain (x10-3) ENDTRANS LOADING [CONSTANT _fnum _fnum _fnum] VARIABLE _fnum _fnum _fnum ENDLOAD [SHRINKTHERM CONCRETE] [_fnum _fnum] constant load component variable load component depth and shrinkage amount (mm,in,cm), (x 10-3) [.. as many layers of shrinkage as desired for concrete] [ENDSHRINK] [THERMAL REINFORCE] (not supported yet) [_fnum] thermal strain for each long. type [ENDSHRINK] [DISCONT] [_fnum _fnum] depth and discontinuity strain [ .. as many as wanted] [ENDDISCONT] ANALYSIS TYPECODE _inum _fnum _fnum type of analysis to perform and input values as listed 0 = none 1 = full response 2 = one load 3 = 2 strain solution (params strain,depth, strain depth) 4 = 1 strain solution (params strain depth) 5 = M-N Interaction 6 = M-V Interaction 7 = N-V Interaction 8 = Pushover analysis [.. as many analyses as desired for this section] [ only used for command line version of response. Send email] ENDANALYSIS [MEMBERINFO] [L _fnum] length of shear span (mm,in,cm) [MIDO02 _fnum] middle length of constant moment mm,in,cm) [TYPE _inum] type of loading 1= constant shear analysis 2= UDL beam type 3= UDL footing type [LEFTPERCENT _fnum] left side % moment of right side (%) [LEFT _inum] left side loading 1= support on bottom 2= support on top 3= Fixed support [RIGHT _inum] right side support 1= load on top