Question

请 英语高手来帮忙翻译下我的论文摘要，谢谢了！！

摘要：
本设计为K11+790.940互通主线桥的设计校核，本桥为先简支后桥面连续预应力混凝土板桥，桥长52米，分为4跨，每跨13米，桥板采用预应力空心板，桥面为沥青混凝土铺装。本设计严格按照国家现行相关规范进行设计。设计的主要内容包括：结构形式与尺寸拟定；作用效应计算；横向分布系数计算；作用效应组合；预应力筋估算与布置；预应力筋有效长度计算；普通钢筋计算与布置；承载能力极限状态验算；正常使用极限状态验算；铰缝计算；墩台设计与验算；支座设计与验算；混凝土工程及桥头搭板的构造与施工。

关键词：预应力混凝土 空心板 横向分布系数 预应力筋有效长度
先简支后桥面连续预应力混凝土板桥这句话该这么断句，
先简支，后桥面连续，预应力混凝土板桥。
预应力混凝土好像有个专业名词，简称是P.C.，我不知道怎么些。。。谢谢下面的兄弟帮忙的翻译，能再修改的更专业点吗？谢谢

Answer 1

This design is a K 11+790.940 mutual communication lord line bridge of design school pit, this bridge for first the bridge noodles of Jian3 Zhi Hou4 continuous prepare should dint concrete Panchiao, bridge long 52 meter, is divided into 4 across, each across 13 meters, bridge plank adoption prepare should the dint hollow plank, the bridge noodles spread to pack for the bituminous concrete.This design is strict according to nation the current related norm carry on design.The main contents of design include:Structure form and size draw-up;Function effect calculation;Horizontal distribute a coefficient calculation;Function effect combination;Prepare should the dint Jin estimate with decoration;Prepare should dint Jin valid length calculation;Common reinforcing bar calculation and decoration;The extreme limit appearance of the loading ability check to calculate;The normal usage extreme limit appearance check calculate;The Jiao sew a calculation;Dun set design with check calculate;Design with check calculate;Concrete engineering and Chiaotou take knothole structure and construction.

Keyword:Prepare should dint concrete the hollow plank be horizontal to distribute coefficient to prepare should dint Jin valid length