
A: 170KN、符号为正
B: 170KN、符号为负
C: 50KN、符号为正
D: 50KN、符号为负
举一反三
- 图示梁结构,杆件BC段的剪力()[img=346x151]17d60927b34e56d.png[/img] A: 170KN、符号为正 B: 170KN、符号为负 C: 50KN、符号为正 D: 50KN、符号为负
- 图示结构考虑轴向变形,BC杆件可看作连续梁单元()<img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/1c7dbf43a68d4a8ca4fe3828bb49ba56.png" />
- 下面逻辑符号中,非门的逻辑符号是()。 A: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202008/2a6349c4c787465c8f046e0a63f51135.png" > B: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202008/ea12cba123ea4d7091c9d63a8f24f215.png" > C: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202008/b7fa50d646f74656b11a8125a0369850.png" > D: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202008/568ae158d8aa42168e72d648273ff971.png" >
- 有一悬臂梁,受力如图所示,则梁跨中的弯矩、剪力分别为( )。 A: 2 kN·m,1 kN B: 2 kN·m,2 kN C: 4 kN·m,1 kN D: 4 kN·m,1 kN
- 图示结构,忽略各杆件的轴向变形。已知各杆件的长度均为l,刚度均为EI,受均布荷载作用,用位移法计算时的基本体系如图所示,求出位移法方程中的系数和自由项为()<img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/d7f9da9f3d7d4a1ca3aacc9d78b287bc.png" /> A: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/4e6dd0d1ad09433f951a2ff19b298211.png"/>; B: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/3b01d536637e445e841b61e5a9fa3506.png"/>。 C: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/0969ea96f00849a09cccad36566fbf50.png"/>; D: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/f03eca36624f4c51aff26a8015294edc.png"/>;
内容
- 0
时序逻辑电路如下图所示,其状态方程组是。()<img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/75fb6bc0f79d4332b5bdc69605562aba.png" > A: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/5f963aec69ea48089a47d3cea9ec8f96.png" > B: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/4a0262f12d584d86a85b3d0917a539aa.png" > C: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/0733702e95cb4432b6847bfa287c88cc.png" > D: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/b4619d1e5055487c984ea3b0b338ee02.png" >
- 1
利用替代法编程中常开触点对应的指令符号为:()。 A: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202006/b406fdddc2df4fa5a4101e1bb8cb9c59.png"> B: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202006/1fdbc7cdabc04afab6cf08b2dd2cb791.png"> C: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202006/9fc7f90d98ad49b8b3192379ace5d920.png"> D: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202006/4ed446acaf5142c48011611260c96457.png">
- 2
图所示圆截面杆,已知载荷F 1=200 kN,F 2=100 kN,AB段的直径d 1=40 mm,如欲使AB与BC段横截面上的正应力相同,试求BC段的直径。https://p.ananas.chaoxing.com/star3/origin/ebbf8bab1c04c0ab68376fea1065a2cc.png
- 3
图示结构支座B的反力为(设向上为正):( )[img=232x113]1802d593f835870.png[/img] A: 26 kN B: 18 kN C: 8 kN D: -10 kN
- 4
用三线-八线译码器74LS138和辅助门电路实现逻辑函数<img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/c871492b27384497a59d367211b93efb.png" >,应:() A: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/37b75181b0ad4fba92ee10f87ffa0bbb.png" > B: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/453b2c724d1d4d41898e10c9ba036a39.png" > C: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/2c10ee737f77406fa0457e0f02318515.png" > D: <img src="https://image.zhihuishu.com/zhs/doctrans/docx2html/202003/9cbe3266526b4e8eab204cf96440be55.png" >