Design of I section purlin

Design an I-section purlin, for an industrial building situated in
Coimbatore, to support a GI roof sheet for the following data
Centre-to-centre spacing of truss = 5m
Centre-to-centre spacing of purlins = 1m
Span of truss =10m.
Intensity of wind pressure = 2.1 kN/m²
Weight of GI sheets =124N/m²
Grade of steel =Fe410
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Thank you

[@snehar8693]

Check for deflection w value is different ..compare to factor load z

[@simpleciviltamil7937]

Thanks for your information and sorry for my mistake madam. But even if your using factored, you are getting safe only. Thank you

[@CEAnbu]

Super sir💯

[@revathithasajh2332]

Super

[@tsfeitz]

But bro nega solitharathu super nalava purithu

[@CVEGAYATHRIMJ]

Sir purlin angle and channel section ku design procedure poduga ah SIR PLS

[@halilrahamans6]

7:54 Zpz,r = (mz +2.5d/b×my) kama m0/fy pottu irukkaga sir

[@ramyaramya1322]

channel section video podunga sir please please

[@simpleciviltamil7937]

I don't have notes right now ma

[@healthstage143]

Ixx iyy how to find

[@simpleciviltamil7937]

Please see the numerical problems

[@Chandan-lj6yu]

If wind load is not give in question then how to calculate wind load..

[@simpleciviltamil7937]

Directly add dead and live loads and proceed ur design as usual bro

[@MahaLakshmi-rx8vp]

Is there any rule that total load ×spacing of purlin then to proceed with the design

[@simpleciviltamil7937]

Please mention the time of video

[@psrtamilan2921]

Sir channel section video podunga

[@simpleciviltamil7937]

Ok I will try soon