Wajahat
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Everything posted by Wajahat
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thanks i ll go through....
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How to check Torsional Irregularity checks in high rise buildings? With codes given provision limits .....
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should we use load combinations(LRFD) not including earthquake loads in footing desiging...? UMAR MAKHZUMI SIR!
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SEISMIC FORCES ON FRAME SUPPORTED WATER TANK
Wajahat replied to Badar (BAZ)'s topic in Journal/ Articles/ Tutorials
share modal sap2000 modal http://www.sepakistan.com/profile/1602-engrjunaid/ -
thanks sir for sharing .it
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A.O.A all members! Needs detail calculatons and modaling in sap2000 considering seismic forces on staging of O.H.W.T. elevation of tank about 70'.
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thanks for our guidnace..... needs for fresher like us...in this feild
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Thanks waqar saab .......yes of course exp..and exposure takes astep towards perfection......
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Static, Response-spectrum and time-history etc... How one can understand simply with any practical example ....using software's parameters ETAB, sap2000.... any relevant..data plz
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Etabs, SAFE, SAP2000 Books, Tutorials and Guidelines
Wajahat replied to Ahsan Kazmi's topic in Spreadsheets & Softwares
thanks -
thanks...sir
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thanks.umar sab
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and why we use cracked?
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usually designer used uncracked section 0.7 value ...
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AOA all members ! in designing RC piles what factors govern in providing steel in piles either we consider only for compression section or any others factors too.....that should be consider?
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what should we take moment of inertia of shear walls either cracked or uncracked section?
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AOA.All members anyone have spread excel sheet for underground water tank......size 60'x18x12'
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AOA! all members .i am designing a two cell box culvert kindky guide how to design thickness of box for shear check ..size of haunch provided.any reference ..from aashto code ..