Posted by: w1000000 - 11-08-2010, 02:25 AM - Forum: Archive
- No Replies
Dear friends,
I need two fib congress CD's. Can anybody upload them?
1- The Second fib Congress - 2006 June Naples Italy,
Two CD's containing articles in full and keynote speeches
2 - fib Symposium: Segmental Construction in Concrete - 2004 November New Delhi India.
Abstracts (219 pages)
Keynote speeches (142 pages)
CD: keynote speeches and all accepted papers
Are you have the book about : footfall response analysis?
Could you please upload?
I am calculating slab cantilever 3m spans. My senior requested me analyzed footfall response affecting the deflection of slab,
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Synopsis:
On the design and construction of tall buildings. Taranath emphasizes the stresses unique to such structures--chiefly lateral wind and seismic forces--and lateral bracing systems, such as rigid, semirigid, braced frame, staggered truss, belt and outrigger truss, and tube and cellular structure. Covers wind tunnel testing
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If you like this book, CivilEAs' staff strongly suggest you to buy it! Support the authors!
Moderator note:
The original thread (by toa011) mysteriously disappeared - we don't know what went wrong. It is just impossible to find it in the forum, so I've created (this) new thread and I'd like to ask toa011 and kowheng to renew their posts with the links to the book.
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Pipe Weight, Horizontal and Vertical Vessel Weight
CALCULATION OF INDIVIDUAL PIPE WEIGHTS
For Standard Weight (STD) Steel Pipe and Empty or Full of Contents, with/without Insulation, and with/without Ice Buildup
CALCULATION OF PIPE RACK WEIGHT
For Pipe Rack Using Standard Weight (STD) Steel Pipe and Empty or Full of Contents, with/without Insulation, and with/without Ice Buildup
CALCULATION OF VERTICAL TANK VOLUME AND WEIGHT
For Cylindrical Thin-Walled Tank with either Flat, Spherical, or Elliptical Top and either Flat, Spherical, Elliptical, or Conical Bottom
CALCULATION OF HORIZONTAL TANK VOLUME AND WEIGHT
For Cylindrical Thin-Walled Tank with either Flat, Elliptical, or Spherical Ends
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PILE GROUP ANALYSIS FOR RIGID PILE CAP
Using the Elastic Method for up to 25 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 75 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 300 Total Piles (For English Units) & (For Metric Units)
Using the Elastic Method for up to 400 Total Piles (For English Units) & (For Metric Units)
BEAM AND PUNCHING SHEAR CHECKS FOR PILE CAP for Single Corner Pile Per ACI 318-99 Code
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ECCENTRIC LOADS ON BOLT GROUPS - FOR ONE VERTICAL ROW
ECCENTRIC LOADS ON BOLT GROUPS - FOR TWO VERTICAL ROWS
ECCENTRIC LOADS ON BOLT GROUPS - FOR THREE VERTICAL ROWS
ECCENTRIC LOADS ON BOLT GROUPS - FOR FOUR VERTICAL ROWS
Based on the Instantaneous Center of Rotation Method and Alternate Method 2 Using Table XI from AISC 9th Ed. Manual (ASD)
BOLT GROUP ANALYSIS Using the Elastic Method for up to 25 Total Bolts
BOLT GROUP ANALYSIS Using the Elastic Method for up to 75 Total Bolts
BOLT STRESS ANALYSIS
For High-Strength Bolts Subject to Tension and/or Shear Per AISC 9th Edition Manual (ASD)
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AISC BEAM END CONNECTION (ASD)
Using Beam Tab (Single Plate) Bolted to Beam Web and Welded to Column Flange Subjected to Shear and/or Axial Load
AISC BEAM END CONNECTION (ASD)
Using Beam Tab (Single Plate) Bolted to Beam Web and Welded to Column Web Subjected to Shear and/or Axial Load
AISC BEAM END CONNECTION (ASD)
Using Beam Tab (Single Plate) Bolted to Beam Web and Welded to Girder Web Subjected to Shear and/or Axial Load
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