
LEAP 开发团队很高兴地宣布 LEAP Bridge Concrete V19 Update 3 (Build 19.01.00.11) 的可用性。此版本包含增强功能和错误修复。
LEAP Bridge Concrete CONNECT Edition V19 Update 3(2019 年 10 月 15 日)
– 支持路易斯安那州交通部的标准梁
– 在子结构中导入活荷载的统一方法
– 它允许用户以标准方式通过文本文件将活荷载效果作为承载力导入到子结构模块中。
– 增强了上部结构模块中钢筋/钢绞线的复制 – 提高了上部结构模块
中各种对话框中复制钢绞线/钢筋的一致性。它允许用户单击一个按钮将钢绞线、钢筋从一根梁复制到所有其他梁。
– 去除每个 FDOT SDG 风荷载的依赖性
– 为 WS 生成选择 FDOT SDG 选项时的默认配置。通过此增强功能,用户可以在同时出现 WS 和 WL 负载类型时自动生成负载组合。
除了上面列出的 LEAP Bridge Concrete 的增强功能外,该版本在企业中修复了以下错误。
– 预制/预应力梁模块(以前称为 CONSPAN)
。对于逐梁分析选项,外倾角和挠度计算不正确。
. 在配置链模式时,在用户文件中定位正确的文件路径时出错。
– 子结构模块(以前称为 RC-PIER)
。从文本文件导入力时,压力和梯形力在“柱载荷”窗口中被错误地反向读取。
. 无法在桥台设计的框架分析中保留桩与帽一体的选项。
. 在墩柱底部施加力矩时的荷载效应不正确。
. 在桥墩柱上手动输入力矩的设计报告中显示的单位不正确。
– 选择加拿大和印度设计规范时,基础的自动设计程序没有运行。
. WS 和 TU 负载类型的负载系数不正确用于加利福尼亚选项。
. 用户手册中的倾斜角度定义不一致。
– 拼接梁工具(以前称为 CONSPLICE)
。无法保留在库中所做的更改。
. 选择加利福尼亚选项时,弯曲受拉侧腹板钢筋的纵向应变计算错误。
The LEAP development team is pleased to announce the availability of LEAP Bridge Concrete V19 Update 3 (Build 19.01.00.11) . This release contains enhancements and bug fixes.
LEAP Bridge Concrete CONNECT Edition V19 Update 3 (October 15, 2019)
– Support of Louisiana DOT’s standard beams
– Unified method to import live loads in substructure
– It allows users to import live load effects as bearing forces in the substructure module through a text file in a standard manner.
– Enhancement of copy of rebars/strands in the superstructure module
– It increases the consistency to copy strands/rebars in various dialogs in the superstructure module. It allows users to click one button to copy strands, steel reinforcement from one beam to all other beams.
– Removal dependency of wind loads per FDOT SDG
– Default configuration when FDOT SDG option is selected for WS generation. With this enhancement, users can automatically generate load combinations when both WS and WL load types are presented.
Apart from the enhancements to LEAP Bridge Concrete listed above, this release in corporates fixes for the following bugs.
– Precast / Prestressed Girder module (formerly called CONSPAN)
. Camber and deflection were incorrectly calculated for the girder-by-girder analysis option.
. Error to locate the correct file path in a user’s file while the strand patterns were being configured.
– Substructure module (formerly called RC‐PIER)
. Pressure and trapezoidal forces were incorrectly read reversed in Column Loads window when the forces were being imported from a text file.
. Unable to retain the option of piles integral with cap in the frame analysis for abutment design.
. Incorrect load effects when a moment was applied at the bottom of pier column.
. Incorrect unit was shown in the design report for the manual input moment on pier column.
– Auto-design procedure of footing did not run when the Canadian and Indian design codes were selected.
. Incorrect load factors for WS and TU load types were used for the California option.
. Inconsistent definition of skew angle definition in the user’s manual.
– Spliced Girder tool (formerly called CONSPLICE)
. Unable to retain changes made in the library.
. Error in the calculations of the longitudinal strain in the web reinforcement on flexural tension side when the California option was selected.

Product: LEAP Bridge Concrete
Version: CONNECT Edition V19 Update 3 (Build 19.01.00.11)
Supported Architectures: x64
Website Home Page : http://www.bentley.com
Language: english
System Requirements: PC *
Supported Operating Systems: *
Size: 1.0 Gb
原创文章,作者:steven,如若转载,请注明出处:https://rr3d.cn/13754.html