User ManualTable of ContentsLocal Coordinate system for surfaces48PLANE structure53American Steel Design111Default123Default124CMP132Default143Table 2.4 - AISC LRFD Parameters172Example for the LRFD-2001 code175Example for the LRFD-1994 code175Example for beam design per the ACI 318-2002 code213Example for beam design per the ACI 318-1999 code213AT START SUPPORT - Vu= 83.90 KIP Vc= 35.10 KIP Vs= 6215Example for column design per the ACI 318-2002 code219Example for column design per the ACI 318-1999 code220Pb|-------*Mb 194.25 169.97 143.69 168.61221Table 3.4223Example for element design per the ACI 318-2002 code224Example for element design per the ACI 318-1999 code224END226Default Value227HMAX227VMIN227VMAX227EMIN227EMAX227LMIN228LMAX228CLEAR228TWOLAYERED228KSLENDER228Default Value234Max. bar size234Min. spacing234Max. spacing234Top cover234Bottom cover234Technical Overview234STAAD Commands274Notes for SET Z UP281Purpose302SET DIVISION m303This example illustrates definition of three Surface element304SURFACE INCIDENCES command start the specifications of the e305Purpose404General Syntax404END404Purpose408SUPPORTS410Notes426Specifying standard AASHTO loadings443Generation of NRC Load489Purpose508Examples526Description552DISPLACEMENT MODE553Displacement Mode Restrictions553LOAD MODE553Load Mode Restrictions5542. FILE fn data is in a separate file.559Modal Combination Description560FILE FORMAT FOR SPECTRA DATA562Modal Combination Description571Correct usage587Incorrect usage587Generation of IS:1893 Seismic Load588Size: 4.73 MBPages: 702Language: EnglishOpen manual