CSIBridge v15.1.0
Current time: 12-10-2018, 03:52 PM
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Author: eveningstar
Last Post: joker™
Replies 9
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CSIBridge v15.1.0
#1
[Image: 67245083527189241328.jpg]
Significant New Features

- Built-in European concrete and steel material properties.
- Display and output of frame stresses.
- Load optimization feature to determine the optimal loading scale factors to achieve goals and limits on displacement and force response throughout the structure.
- Canadian NBCC 2010 loading for wind, seismic, and response-spectrum.
- American ASCE-7 loading for wind, seismic, and response-spectrum.
- Italian NTC 2008 response-spectrum functions with geographic database.
- Specialized bridge groups may now be specified within each bridge object. Each bridge group applies to a particular type of component (slab, girder, bearing, etc.) and an individual bridge object. Depending on the bridge group type, groups may be defined for multiple items, multiple longitudinal ranges, and/or multiple transverse ranges.
- The specification of rebar for the bridge object superstructure has been enhanced. Distances are now measured along each individual girder. Longitudinal rebar is located relative to the center of the supports or the centers of the girder spans, and shear rebar is located relative to the ends of each girder span.
- A new design request type has been added for steel I-girder composite bridge superstructures to account for the constructability check according to the "AASHTO LRFD 2007" code, including the 2008 interim provisions. Composite and non-composite behavior can both be considered, with or without using staged-construction analysis.
- Bridge load rating has been added for steel I-girder composite bridge superstructures according to the AASHTO "Manual for Bridge Evaluation", First Edition, 2008. Separate rating requests are provided for the service and strength checks of both composite and non-composite superstructures. Live-load distribution factors can be automatically calculated using code formulae, specified by the user, or determined from a detailed 3-D live-load analysis.
- For flexural-strength superstructure design checks by the AASHTO LRFD 2007 code, the effect of user-specified reinforcement is now included for the prestressed box-girder and precast-girder composite sections. Previously only the effect of the concrete and tendons were included in these checks. The effect of reinforcement for the slab of steel-girder composite sections was already being considered.
- Design checking has been implemented for concrete superstructure sections according to the Canadian "CAN/CSA-S6-06" code. Superstructure types supported include prestressed concrete box girders and composite sections with precast I-girders and U-girders. Separate design checks are provided for stress, flexural strength, and shear strength using MCFT (modified compression field theory). The effect of mild reinforcing is included as well as the prestress tendons. Live-load distribution factors can be automatically calculated using code formulae, specified by the user, or determined from detailed 3-D live-load analysis.
- Automated load combinations and design load types have been added as required for bridge design according to the Canadian code CSA-S6-06.
- Canadian steel frame building design code CSA S16-2009.
- Other minor enhancements.
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#2
[Image: 64156539254857457623.jpg]
Mirror Links: 6@105.1 MB
[Image: Download.png]
Enterupload
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Filesonic
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Fileserve
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10upload
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Megaupload
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Cramit
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Notes: Use previous CSI License Generator (Latest Update)
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#3
Download and use 7zip (free):

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#4
HotFile Mirror
[Image: Download.png]
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No limits to creativity
My body may be broken , but my spirit still fights for freedom
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#5
Here it is the direct link:

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#6
Stand alone V15.0.1 patch from V15.00
[Image: Download.png]
ZIP 46.65 MB
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#7
Single ZIP file: Stand Alone V15.10
[Image: Download.png]
ZIP 631 MB
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#8

CSIBridge v15.1.0 Full DVD (1.61 GB)
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#9
Please re-upload , thanks
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#10
@ Dear, david-smith ,

There are some links still working , check them Grin
No limits to creativity
My body may be broken , but my spirit still fights for freedom
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