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Showing results for tags 'beam'.
Found 14 results
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Dear, As salamu alikum. I have a query. I designed a beam (12"x 24") which required bottom longitudinal rebar area is 2.00 in2 & top longitudinal rebar area is 1.50 in2. Required combined with flexural and axial reinforcement (torsion) area is 1.2 in2. My question is how to provide t...
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Hello everyone, Can someone assist me to understand why the middle column has no moment transferred from the middle beam in the picture. The connections are all fixed. I expect no moment in the global X direction since they cancel out but why no moments in the Y direction. Any help would...
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When i increases the size of column the Beam between this columns Gives less negative reinforcement . Usually when we increase the Column size the negative reinforcement increase in beam to Counter the negative moment . please guide me if i have Wrong concept or Guide me . this analysis were did...
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when there is N/A in etabs column summary details what does it mean ? whether it is ok or revised the column and beam ? and when minor ratio is greater than 1 then what to do and what does it shows
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Hello Sepakistan, i wanted to know the Classification of beam based on height and spans, for example when the h and L ratio is large they called this deep beam and so on. Sorry for such a question. Thank you, Regards, Groszni S
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Hi All, The following website has number of free civil engineering software and design sheets. Softwares Continuous beam analyzer -> https://sites.google.com/site/samsoninfinite/home/beam-analyzer 2D Truss Analyzer -> https://sites.google.com/site/samsoninfinite/home/plane-truss-analyzer...
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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
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Can anyone tell me how to do traditional Design of residential buildings in Pakistan using STAAD PRO? Any tutorial will be appreciated -
Assalamualaikum SE Pakistan, Im designing a steel gable frame with a large span about 28m, and the LTB for beam design govern the design. i have the lb (braced length of flexural member) is the same as actual length (no bracings) so i gotta enlarge the section. 1. how do you properly brac...
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Hi I am installing sandwich panel which is 19 feet x 35 feet. Load of panel per beam would be 2 tons. I am stuck with what size of Guarder should I use for beam bearing 2 tons on 35 feet. Some suggesting 8"x4", some suggesting 10"x5" and some suggesting use 8x4" with steel truss just...
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Can we model a deep beam in ETABS by simple frame element? If not then please explain the other way.
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As salam alaikum, Dear All, I would like to know is it OK to design the beam as fixed beam. For the continous beams with 3-4 spans can we consider the end support as fixed?
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Dear all; How to decide if shall I design the section as beam or as column. because as we know the horizontal element (beam) may also have axial force in addition to moment. like a column. I mean is there a limitation for the value of axial force to be neglected and then we deign as beam ?
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Assalam o alaikum, Can any one provide me with some clause, code or literature where i can find exact minimum end bearing of beam required in frame as well as masonry structures?? It is 9" or 12"? Jazak Allah...
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