A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412677_0.png"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412677_0_1.png"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412677_0_2.png"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412677_0_3.png">

A 受弯 B 受剪 C 受拉 D 受压

A 0.3m B 0.5m C 0.8m D 1m

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412684_0.png"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412684_0_1.png"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412684_0_2.png"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412684_0_3.png">

A 设计使用年限 B 受力钢筋直径 C 钢筋强度设计 D 混凝土强度等级

A 受拉钢筋直径 B 受拉钢筋强度 C 混凝土构件截面形状 D 混凝土强度等级

A Ⅰ—框架；Ⅱ—框架 B Ⅰ—框架；Ⅱ—框架抗震墙 C Ⅰ—框架抗震墙；Ⅱ—抗震墙 D Ⅰ—抗震墙；Ⅱ—抗震墙

A 柱中 B 柱底 C 梁端 D 梁中

A <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412682_0.png"> B <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412682_0_1.png"> C <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412682_0_2.png"> D <img border="0" alt="" src="https://tuku.weimei168.com/uploads/upimg/20251122/22412682_0_3.png">

A 1 B 2、3 C 3、4 D 4、5