A decorative sunken panel in a ceiling, dome, soffit, or vault.

天花板或圓屋頂上的一塊凹陷的裝飾性的板十八岁禁看网站。

Reshores are then installed snug to the soffit to transfer construction loads from the floor above to the floors below or to the ground floor.

reshores然后安裝勾勒的檐口轉(zhuǎn)讓施工荷載從樓以上的地板下面或地下免费看A片网站在线播放。

In the kitchen, the resulting soffit lowers the ceiling over the island, lending the space intimacy in the context of the formal areas, where the ceiling reaches 13 feet.

如果和快速即時(shí)性的要求相反，那就會(huì)有一個(gè)咖啡機(jī)和一個(gè)加熱的抽屜杯是內(nèi)置在廚房墻上欧美精品人爱A欧美精品，旁邊有微波爐和冰箱538在线在视频在线。

T shaped props must be provided for beam soffit.

梁拱腹必須有T形支撐。

A lengthwise groove on a molding between the convex upper part and the soffit.

那支槍跌跌撞撞地在屋瓦上移動(dòng)玖玖玖免费网站，然后重重地撞在門廳走廊的線腳上

Any attic vent, soffit vent, louver or other opening can allow embers and flaming debris to enter a home and ignite it.

任何閣樓通風(fēng)口人人爱人人操怕怕、底部通風(fēng)口、天窗或其他的開口可能讓余燼及殘火進(jìn)入屋內(nèi)并點(diǎn)燃美女一区视频。

In box girders with deep sections, the initial deflection caused by the first pour, soffit and stem, is usually the total deflection for the system.

箱梁深路段曰批视频观看全过程120秒XXXX，初撓度造成的首倒，檐口播播理论视频，莖稈通吃谙呋破劭矗總撓度的制度。

Then, how to determine the shear design values for different structural member and different strengthening location is given out, which could be the reference for design and computation of strengthening structural member by enlarging section method. Fifthly, Full-range shear experiment of two reinforcement concrete arch specimens with strengthening at soffit location by enlarging section method are designed and conducted.

第四亚洲欧美激情国产综合久久久，對(duì)于增大截面法加固構(gòu)件性感美女娇喘啪啪视频，按照極限狀態(tài)的計(jì)算原則，對(duì)外荷載作用下的新老混凝土結(jié)合面剪力設(shè)計(jì)值進(jìn)行研究丝袜美女国产av，提出了不同類型構(gòu)件及不同的加固部位久久午夜视频老女人，新老混凝土結(jié)合面的剪力作用設(shè)計(jì)值的確定方法，可為采用增大截面法加固構(gòu)件的設(shè)計(jì)計(jì)算提供依據(jù)欧美强奸乱码中文字幕。

Based on f the stability computation theory of structures are elaborated in brevity and in consideration of material elasticity and geometrical nonlinearity, the 3-D model of finite element in studying on in-plane elastic ultimate load-carrying capacity of 工-section arches with holes in soffit is built by ANSYS software.

本文在簡要闡述結(jié)構(gòu)穩(wěn)定計(jì)算理論的基礎(chǔ)上看黄网站网址免费，利用ANSYS計(jì)算軟件，在彈性材料、幾何大變形條件下建立了研究腹板開洞工形截面鋼拱平面內(nèi)彈性極限承載力的有限元三維模型亚洲一区二区三区羽田爱，并把極限承載力的各種影響因子設(shè)為變量美国一级黄片的黄色美国的现在能放出来的，形成了整個(gè)計(jì)算過程的MAC文件。

The interface bond capability and the failure mode of soffit strengthening are studied, as well as the influence of strengthening concrete technique to the interface bond capability. The cracked load, the failure load, the tension stiffness, the stress of the steel bar and the cracks of the strengthening arch are compared with those of the contrast arch.

第五狠狠色视频一区二区，考慮到實(shí)際工程應(yīng)用一级黄色视频免费下载观看真人视频，設(shè)計(jì)并制作了采用增大截面法在拱腹部位加固鋼筋混凝土拱圈試件，研究拱腹加固新老混凝土結(jié)合面的粘結(jié)性能及破壞形式和補(bǔ)強(qiáng)混凝土的施工工藝對(duì)新老混凝土結(jié)合面粘結(jié)性能的影響最新国内偷拍精彩视频。