表2续表2表3托架选用表N个托案选用表Z亚不纲柱头选用表路度标酸等复（设计值）许度情截等级（设计值）(m)托架编号备注托架编号备注P()序号(a)P()序号序号柱头位置托来编号柱头编号备注GTJ12-1-1BGTJ12-7-1BGTJ12-1-1B,2BZ,2BF钢柱头下3001GTJ12-1-2BZGTJ12-7-2BZ地列柱GTJ12-2-1B,2BZ,2BFGZT-1B柱的混凝GTJ12-1-2BF与GTJ12-1-2BZ相反9007GTJ12-7-2BF与GTJ12-7-232湘反GTJ12-3-1B,2BZ,2BF土的强度GTJ12-2-1BGTJ12-7-1ZGTJ12-2-1Z,22不低于C30.GTJ12-2-2BZGTJ12-7-22GTJ12-3-1Z,22GZT-1Z4002GTJ12-2-2BFGTJ12-8-1Z中列柱与0TJ12-2-28Z相反1000GTJ12-4-1Z,2zGTJ12-2-1ZGTJ12-8-2ZGTJ12-5-1Z,2ZGtJ12-2-2211009GTJ12-9-1ZGTJ12-4-1B,2BZ,2BF匆柱头下GTJ12-3-1BGTJ12-9-2z地列柱GZT-2BGTJ12-5-1B,2BZ,2BF柱的混凝GTJ12-3-2B2e3GTJ12-10-12GTJ12-6-1Z,2Z土的强度GZT-2Z125001200103GTJ12-3-2BP与GTJ12-2B2湘反12CTJ12-10-22中列柱GTJ12-7-1Z,2Z不备于C40.GTJ12-3-12GTJ12-6-1B,2B2,2BF朝柱头下13001GT12-11-12边列柱GZT-3BGTJ12-3-2ZGTJ12-11-22GTJ12-7-1B,2B2,2BF柱的混凝GTJ12-4-1BGTJ12-12-1ZGTJ12-8-1Z,22土的强废140012GTJ12-4-2BZGTJ12-12-2ZGtJ12-9-1Z,22不任于C50,6004GT12-4-28F与GT12-+22相反GTJ12-13-12GTJ12-10-1Z,2zGTJ12-4-1z150013GTJ12-13-22GTJ12-11-12,2zGTJ12-4-2214GTJ12-14-1216003GTJ12-12-1Z,2zGTJ12-5-1B中列柱GZT-3ZGTJ12-14-22GTJ12-13-1Z,2zGTJ12-5-2BZGTJ12-15-1ZGTJ12-14-1Z,2z7001700155GTJ12-5-2BF与GT12-5-2B7湘反GTJ12-15-22GTJ12-15-1Z,2ZGTJ12-5-1zGTJ12-16-1ZGTJ12-16-1Z,2Z180016GTJ12-5-2zGTJ12-16-22GTJ12-6-1BGTJ12-6-2BZ构件选用举例：8006GTJ12-6-2BF与GTJ12-6-2B2相反托架跨度为12如，用于中列柱中问诗，热度设齿烈度为9度，新地类别为Ⅱ类，仅考虑整向地溪作用，屋案時度为30m,荷载设计值F115吐战，其GTJ12-6-1Z中重力荷载代表值G-1.4-821k.报署《筑抗震设计观荒》GB50011-2001表5.3.2，竖向地魔作用系数为0.15，--YG十YgSmGTJ12-6-2Z-1.2x821+1.3x0.15x821-1145<1150吐，表明竖向地震作用不整制，仍装表中f-1150n<12001%,选用gtj12-10-1z,gzt-3z.<>构件选用表国集号05G5132Z心审楼汪一膜2-技楼对张利军收计纪去伦题4
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