A 嵌岩桩可不进行沉降验算 B 当有可靠经验时，对地质条件不复杂、荷载均匀、对沉降无特殊要求的端承桩桩基可不进行沉降验算 C 摩擦型桩基可不进行沉降验算 D 地基基础设计等级为甲级的建筑物桩基必须进行沉降验算

A 强夯法 B 重锤夯实法 C 机械碾压法 D 换土垫层法

A 构造柱纵筋贯通圈梁 B 圈梁纵筋贯通构造柱 C 构造柱与圈梁纵筋均切断 D 以上都不对

A 大厅、前厅及舞台之间宜设防震缝分开 B 大厅柱顶高度大于7m时，应采用钢筋混凝土结构 C 8度及9度时，应采用钢筋混凝土结构 D 大厅纵墙屋架支点下不得采用无筋砖壁柱

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563100_0_1.jpg"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563100_0_2.jpg"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563100_0_3.jpg"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563100_0_4.jpg">

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563103_0_1.jpg"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563103_0_2.jpg"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563103_0_3.jpg"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563103_0_4.jpg">

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563198_0.jpg"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563198_0_1.jpg"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563198_0_2.jpg"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/13563198_0_3.jpg">

A 100 B 120 C 150 D 200

A 30m B 40m C 50m D 60m

A 1.118P(压力) B 1.118P(拉力) C 2.236P(压力) D 2.236P(拉力)