某双跨具有中级工作制吊车的厂房，跨度均为30m，柱距12m，采用轻型屋面，屋面恒荷载为1.5kN/m2(包括钢结构自重)，活荷载1.0kN/m2，屋架间距6m，设置有屋架下弦纵向水平支撑，中列柱钢托架的几何简图，如图所示。图中尺寸单位为mm。业主提供 Q235的热轧等边角钢。在进行设计时，腹杆的轴力与下列______项值接近。

A．A.QX interface

B．B.LCT interface

C．C.OUT interface

D．D.GPS IN interface

A. show clns neighbor

B. show isis neighbor

C. show clns interface

D. show isis interface

A.show interfaces interface

B.show interfaces interface trunk

C.show interfaces interface switchport

D.show ip interface brief

E.show interfaces vlan

A．A.show interface gei_1/1 optical-informatio

B．B.show optical-information interface gei_1/1

C．C.show interface gei_1/1

D．D.show ip interface gei_1/1

A.congestion in an upstream router

B.congestion in a downstream router

C.contention for queue space on an egress interface

D.contention for queue space on an ingress interface

A. show access-list

B. show ip route

C. show ip interface

D. show interface

E. show interface list

F. show ip interface brief

A．A.1

B．B.2

C．C.3

D．D.4

A．A. show ztp neighbor

B．B.show lldp neighbor

C．C.show interface

D．D.show interface neighbor

A. monitor interface ge-0/0/0

B. traceoptions interface ge-0/0/0

C. debug interface ge-0/0/0

D. monitor usage ge-0/0/0