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@14:50 Zp is not given in IS SP 6(1). It is given in Table 4 Appendix C of IS SP 6(6)
It is in IS 800
@@anshumanbhagat1516 Annex H
thank u this means a lot
Thanks a lot!!
Dheivame dheivameee... Nandri solven dheivame 🔥🔥
For section classification b/Tf is how b/2/Tf
Please check figure 2 of page 19, of IS 800 (2007), for I section b is taken as bf/2
Why for deflection we are taking service load?
Sir what is the meaning mod n1 and n2 and why we multiplied n2 case by 2.5 ...???
Pls. Ans. Me.How we note down value of Zpz in code only 1933.2 value is given that one Zpe value..?
@26:31, how buckling class c
By Table 10 IS800:2007, For Channel, angle, tee & solid sections such as Rectangle and circle Buckling class 'C' to be used
@@raghvendrarai5933 But this is an I section, whoose Tf is less than 40mm and h/Bf is greater than 1.2
How to classify the section?
table 2 of IS 800:2007
@14:50 Zp is not given in IS SP 6(1). It is given in Table 4 Appendix C of IS SP 6(6)
It is in IS 800
@@anshumanbhagat1516 Annex H
thank u this means a lot
Thanks a lot!!
Dheivame dheivameee... Nandri solven dheivame 🔥🔥
For section classification b/Tf is how b/2/Tf
Please check figure 2 of page 19, of IS 800 (2007), for I section b is taken as bf/2
Why for deflection we are taking service load?
Sir what is the meaning mod n1 and n2 and why we multiplied n2 case by 2.5 ...???
Pls. Ans. Me.
How we note down value of Zpz in code only 1933.2 value is given that one Zpe value..?
@26:31, how buckling class c
By Table 10 IS800:2007, For Channel, angle, tee & solid sections such as Rectangle and circle Buckling class 'C' to be used
@@raghvendrarai5933 But this is an I section, whoose Tf is less than 40mm and h/Bf is greater than 1.2
How to classify the section?
table 2 of IS 800:2007