The next video is about nonlineal response history analysis of a steel building in the hermosillo city through San Fernando Earthquake 1971
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For story drifts and to scale the response spectrum cases
AS1170.4 section 6 correspond to 1996 BOCA seismic loads automatic generation in Etabs
Response Modification, R table 6.2.6(a) AS1170.4
Effec. Peaak Accel, Aa table 2.3
Effec. Peak Velocity Av same as above
Site Coefficient S: 1, 1.2, 1.5 and 2 . In case, require S=0.7, you can adjust the value of Av to suit (increase Av by 1.04 for S=1.2.
TRB Circular-Chemical Properties of asphalts and their effect on pavement performance
Chemical Properties of asphalts and their effect on pavement performance
Transport Research Board Circular
Date: July 2000
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Writing the CODE could be a nightmare, i should now!.
BEHAVIOUR OF COLD FORMED STEEL UNDER AXIAL COMPRESSION FORCE
A project report submitted in partial fulfillment of the requirements for the award of the degree of Master of Engineering (Civil – Structure)
Faculty of Civil Engineering University Technology of Malaysia
NOVEMBER, 2008
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hi frds!!
here is a Slab design sheet as per IS 456-2000 (Indian code)
in this excel prog we can design both 2 way and 1 way slab.
if u find any modification is required thn plz inform me ..
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One of the best PDF reader. More light than Adobe Acrobat.
Include patch-keygen.
"for testing purposes".
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