Waqar Saleem
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Everything posted by Waqar Saleem
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1-how to calculate deflection for a t-beam? 2-will it be different from the rectangular beam? 3-will concrete strength effect the deflection?
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Different Types Of Moment Resisting Frames
Waqar Saleem replied to haro0n's topic in General Discussion
it depends on the region of your structure to be built in !!! all are best according to the seismic region -
Salam what should be the length of negative reinforcement on longer side of the one way slab.any reference to literature?
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if its masonary col than crack could be most probably due to lack of proper bond in brick layers.
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Design For Shear And Torsion Using Etabs
Waqar Saleem replied to Hasnain Khan's topic in Concrete Design
in example uploaded by zain a beam of size is 8" x 51" .i doubt if these dimensions are suitable for considering it beam. -
How To Design Basment Wall For Vertical Loads
Waqar Saleem replied to Waqar Saleem's topic in Concrete Design
good one !!! -
Thank you :-)
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@ABDULQADEER plz share your manual calculations
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one reason could be required As less than minimum As so to fulfil the criteria higher value is the result!!!
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Salam. in section designer for ETABS u can design L section according to your requirement of orientation
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Raft Design For A 2 Basement+G+24 Story Building
Waqar Saleem replied to G_Farooq's topic in Foundation Design
how to decide weather raft/mat should be flexible or rigid? -
i got a paper which has somehow explained the shear capacity of circular concrete section http://www.scielo.br/scielo.php?pid=S1983-41952012000600004&script=sci_arttext
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how to check shear capacity of a circular concrete section? refer to literature kindly
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Thank you , etabs show 6/5 beam/clumn capacity and column/beam capacity ratios. i couldnt get the values where etabs says o/s
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how to check beam/column capacity in etabs? what are the limits for the ratio? any reference to the literature?
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Major Revamp
Waqar Saleem replied to UmarMakhzumi's topic in Website Announcements/ Problems/ Login/ Registration Issues
reading is bit difficult !!! if font sizes can be made a little larger by default. -
Local And International Seismic Code Comparion
Waqar Saleem replied to Hasan's topic in Seismic Design
our code is mire write up of UBC ,if you are working on the topic as BE thesis than try narrow down some specific topic seismic code comparison is very vast subject. -
thanx Umar!!!
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salam how to define section in sap2000 if area and inertia of section is given but not the dimensions?
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one day seminar on water scarcity and usage optimization is going to held at Shifa international hospital on 19jan 2014 with collaboration of CASE ,STMU and WRM group.kindly participate and dissiminate the info.Thanx One Day Seminar.pdf
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@umar exactly the question is asked at NUST by Dr.kayani in OHT exam, Thanx Baz.
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salam Dear fellows we have two concrete columns C1 and C2 with heights x and y .C1 is on the land and C2 is submerged in water.it is a test so there is no steel in the columns.we need to find the x and y on which these two columns will fail by crushing at the base. Regards
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i need some help on stiffness method of analysis anybody having related notes kindly share we are studying Amin ghali's structural analysis book Regards
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how a beam is tested for a uniform load in lab?how uniform load will be applied to the beam?
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how the bending moment diagram will be made for a beam span 15' having 1k moving load , assume any other data missing
