色情无码www视频无码区小黄鸭,精品女同一区二区三区免费站,国产日韩综合一区二区性色av,亲女禁h啪啪

從事濟(jì)南彩鋼板房,彩鋼瓦,復(fù)合板,巖棉板,C型鋼,濟(jì)南鋼結(jié)構(gòu)的廠家
服務(wù)電話:0531-83658718
熱門搜索:濟(jì)南方管,濟(jì)南彩鋼瓦,濟(jì)南巖棉板,濟(jì)南型鋼,濟(jì)南樓承板,濟(jì)南泡沫復(fù)合板
行業(yè)資訊 所在位置- 首頁(yè)-新聞中心-行業(yè)資訊輕鋼結(jié)構(gòu)構(gòu)件的強(qiáng)度和穩(wěn)定性計(jì)算

輕鋼結(jié)構(gòu)構(gòu)件的強(qiáng)度和穩(wěn)定性計(jì)算

發(fā)布時(shí)間:2021-03-25 來(lái)源:http://m.gp552.com/

輕鋼(冷彎薄壁型鋼)結(jié)構(gòu)與普通鋼結(jié)構(gòu)構(gòu)件設(shè)計(jì)的主要差別是在受壓構(gòu)件或板件中,引進(jìn)了有效截面的概念。設(shè)計(jì)輕鋼受壓構(gòu)件時(shí),當(dāng)板件寬厚比超過(guò)一定數(shù)值。

The main difference between light steel (cold-formed thin-walled steel) structure and ordinary steel structure is that the concept of effective section is introduced into compression member or plate. In the design of light steel compression members, when the width thickness ratio of the plate exceeds a certain value.

其軸心受壓構(gòu)件的承載強(qiáng)度即應(yīng)采取桿件的有效凈截面計(jì)算,穩(wěn)定性計(jì)算采用桿件毛截面所確定的穩(wěn)定系數(shù)及有效截面計(jì)算;受彎(拉彎、壓彎)構(gòu)件的強(qiáng)度計(jì)算應(yīng)根據(jù)毛截面確定桿件各板件屬于受拉和受壓范圍,從而確定受壓板件有效截面后再進(jìn)行強(qiáng)度驗(yàn)算,穩(wěn)定計(jì)算中的穩(wěn)定系數(shù)由構(gòu)件毛截面計(jì)算而得,受彎構(gòu)件的變形應(yīng)按毛截面計(jì)算。

The bearing strength of the axial compression member should be calculated by the effective net section of the member, and the stability calculation should be calculated by the stability coefficient and effective section determined by the gross section of the member; the strength calculation of the bending (tension bending, compression bending) member should be based on the gross section to determine the tension and compression range of each plate of the member, so as to determine the effective section of the compression plate, and then carry out the strength checking calculation to ensure the stability The stability coefficient in the fixed calculation is obtained from the gross section of the member, and the deformation of the flexural member should be calculated according to the gross section.

2-21032515111V20.jpg

輕鋼構(gòu)件的寬厚比應(yīng)根據(jù)板材支撐情況及應(yīng)力狀態(tài)確定。計(jì)算寬厚比時(shí),板材寬度應(yīng)從截面邊緣(包括彎角部分在內(nèi))算起。

The width thickness ratio of light steel members should be determined according to the plate support and stress state. When calculating the width thickness ratio, the width of the plate should be calculated from the edge of the section (including the corner part).

在一些情況下,截面為全截面有效,譬如:圓管截面外徑與壁厚比,當(dāng)采用Q235時(shí)不大于100,對(duì)于Q345時(shí),不大于68。

In some cases, the section is full section effective, for example, the ratio of outer diameter to wall thickness of round pipe section is not greater than 100 when Q235 is used, and not greater than 68 when Q345 is used.

確定板件卷邊尺寸時(shí),應(yīng)符合一些要求,譬如卷邊的大高厚比不宜大于12等。

Some requirements should be met when determining the hemming size, such as the maximum height thickness ratio of hemming should not be greater than 12.


廖承宇做受被c22分钟视频| 国精产品一区二区三区糖心| 中国熟妇videosexfreexxxx片 | 国产全肉乱妇杂乱视频| 欧美亚洲日韩国产人成在线播放| 强壮公次次弄得我好爽a片| 国内精品久久久久久中文字幕 | 无码中文字幕一区二区三区| 国产女人高潮视频在线观看| 警花新婚尝又大又粗| 老公一到晚上就日不停| 久久国产亚洲精品无码| 最新国产精品自在自线发布| 一女被两男吃奶玩乳尖| 国产精品久久久久久吹潮| 最近最新的日本字幕mv| 久久av高潮av无码av| 吃奶呻吟打开双腿做受动态图| 无码人妻精品一区二区三区下载 | 少妇高潮毛片免费看| 日日噜噜夜夜狠狠va视频| 狠狠色噜噜狠狠狠7777奇米| 又大又粗又硬又爽又黄毛片| 亚洲一区二区三区日本久久九| 两个体校校草被c出水| 冠希实干阿娇13分钟视频在线| 欧美性猛交╳xxx富婆| 不说就继续这样弄你| 国产精品无码V在线观看| 小太正裸体脱裤子无遮挡| 精品人妻AV一区二区三区| 99久久人妻精品免费二区 | 被体育老师c了一节林妙妙| 妺妺窝人体色www聚色窝仙踪| 爆乳上司julia中文字幕| 欧美巨大另类极品videosbest| 公司办公室强c了我好多次| 丰满人妻在公车被猛烈进入电影| 极品尤物被啪到呻吟喷水| 九九精品99久久久香蕉| 清区二三区国产好的精华液|