钢板梁

This article unifies on a portal type hoist crane box beam lap's inclined X-ray dog-legged single shade crack detection , analyzed X has shot in the field of lines the mutually perpendicular two uniform thickness steel plate transmission.

本文结合一台门式起重机箱形梁上盖板的倾斜 X 射线双壁单影探伤，分析了 X 射线场内相互垂直的两块等厚钢板透照。

Consider that processes the factor such as being convenient, the whole frame adopts the stencil plate to press the shaping craft, so as to ensure the whole intensity of the frame; The main body of the frame has continued to use the traditional ladder-shaped structure, of simple structure, stability is good; Assign the scheme wholly according to the electric automobile, has confirmed the physical dimension of the frame; Combine the scheme of decorating of the main spare part of electric automobile, has confirmed the frame is released, the crossbeam one decorates a form and connects the method, install the needing of main spare parts such as the gear box,etc. in because some crossbeams, has taken the structural form of the ingot roof beam.

考虑到加工方便等因素，整个车架采用钢板冲压成型工艺，以保证车架的整体强度；车架主体沿用了传统的梯形结构，结构简单，稳定性好；根据电动汽车整体布置方案，确定了车架的结构尺寸；结合电动汽车主要零部件的布置方案，确定了车架纵、横梁的布置形式及连接方法，部分横梁因为安装变速器等主要零部件的需要，采取了元宝梁的结构形式。

This increase in steel resistance makes it suitable for sheet metal gauge reduction of some structural members (side rails, gussets, reinforcements, etc.) which are parts of a truck's frame.

这种钢性加强后的钢材适用于卡车车架总成部分结构部件（纵染总成、角板、内加强梁等）钢板厚度减小的情况。

Actually, the fire endurance of steel-clad concrete structure is much better.

钢包混凝土结构采用薄钢板预加工成梁柱构件&模板&，现场浇注混凝土的技术，是目前建筑产业化的一种新型结构体系，其结构性能尚处于研究阶段。

The applicability of calculation formulas of interface shearing force needs experiment to test and verify in the future.

连接体刚度与钢板厚度是影响冷弯U型钢与混凝土组合梁界面剪力的重要因素，界面剪力理论计算公式适用性需要试验进一步验证。

And Pharaoh spoke to Joseph, saying, Your father and your brothers have come to you.

47：5 法老对约瑟说，你父亲和你弟兄们到你这里来了。

Additionally, the approximate flattening of surface strip using lines linking midpoints on perpendicular lines between geodesic curves and the unconditional extreme value method are discussed.

提出了用测地线方程、曲面上两点间短程线来计算膜结构曲面测地线的方法，同时，采用测地线间垂线的中点连线和用无约束极值法进行空间条状曲面近似展开的分析。