منبع : ایران سازه
Imbsen Winfad v5.0
Imbsen Winfad v5.0
AASHTO LOAD GROUPS I THROUGH VI are included in the group combinations. Individual loads, input at the service level, are factored and combined in accordance with the AASHTO group combinations for Load Factor Design. Live loadings which produce maxima for each of the two bending moments and the axial load are further subdivided into 3 cases for Load Combination Groups, I, III, IV and VI.
SEISMIC DESIGN is in accordance with AASHTO Standard Specifications for Seismic Design of Highway Bridges or Caltrans Specifications for Group VII Loading.
ARBITRARY LOADS defined by the user are easily included in the family of loadings.
DESIGN RESULTS
WinFAD calculates the areas of reinforcing steel required based on the following criteria:
Satisfy crack control requirements
Moment produced by LFD or LRFD factored loads
Moment produced by Seismic loads
1.20 times cracking moment
1.33 times area required for analysis
0.75 times balanced reinforcement ratio
Maximum bar spacing of 18 inches
WinFAD checks bar spacing based on the following criteria:
Minimum AASHTO bar spacing
Preferred Caltrans minimum bar spacing
Maximum bar spacing of 18 inches
Inadequate development length

Installation+medicine:
http://www.4shared.com/file/BGCW_U_O/wnfd_v5.html
password:
4_*ForumcivilEA*
http://hotfile.com/dl/127241744/52bbe70/wnfd_v5.rar.html
password:
4_*ForumcivilEA*
http://www.enterupload.com/cdq1op3mk621/wnfd_v5.rar.html
http://www.filesonic.com/file/1707885511/wnfd_v5.rar
http://www.mediafire.com/?h0eac24rz394y9w
http://www.megaupload.com/?d=EI05ITE1
http://ifile.it/k09dqiv/wnfd_v5.rar
http://cramit.in/zadtt7ieuicj
WinFAD is a computer program developed to assist the bridge engineer in designing or checking spread and pile concrete footings subjected to eccentrically applied axial loads that produce biaxial bending moments. Acceptable spread footing sizes and pile patterns are quickly and efficiently determined using WinFAD. After the engineer selects footing plan dimensions, WinFAD determines footing thickness and areas of reinforcing steel which satisfy design specification requirements. Individual loads are entered at the service level.
AASHTO LOAD GROUPS I THROUGH VI are included in the group combinations. Individual loads, input at the service level, are factored and combined in accordance with the AASHTO group combinations for Load Factor Design. Live loadings which produce maxima for each of the two bending moments and the axial load are further subdivided into 3 cases for Load Combination Groups, I, III, IV and VI.
SEISMIC DESIGN is in accordance with AASHTO Standard Specifications for Seismic Design of Highway Bridges or Caltrans Specifications for Group VII Loading.
ARBITRARY LOADS defined by the user are easily included in the family of loadings.
DESIGN RESULTS
WinFAD calculates the areas of reinforcing steel required based on the following criteria:
Satisfy crack control requirements
Moment produced by LFD or LRFD factored loads
Moment produced by Seismic loads
1.20 times cracking moment
1.33 times area required for analysis
0.75 times balanced reinforcement ratio
Maximum bar spacing of 18 inches
WinFAD checks bar spacing based on the following criteria:
Minimum AASHTO bar spacing
Preferred Caltrans minimum bar spacing
Maximum bar spacing of 18 inches
Inadequate development length

Installation+medicine:
http://www.4shared.com/file/BGCW_U_O/wnfd_v5.html
password:
4_*ForumcivilEA*
http://hotfile.com/dl/127241744/52bbe70/wnfd_v5.rar.html
password:
4_*ForumcivilEA*
http://www.enterupload.com/cdq1op3mk621/wnfd_v5.rar.html
http://www.filesonic.com/file/1707885511/wnfd_v5.rar
http://www.mediafire.com/?h0eac24rz394y9w
http://www.megaupload.com/?d=EI05ITE1
http://ifile.it/k09dqiv/wnfd_v5.rar
http://cramit.in/zadtt7ieuicj
+ نوشته شده در یکشنبه ۳ مهر ۱۳۹۰ ساعت 14:47 توسط رضا امینی آهی دشتی
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