Live Load calculations on Roof Truss - Civiconcept

[@jajjohn6771]

Sir,while calculating total live load you multiplied plan area as 30 which is length of she'd ,so u will get that as kn/m

[@nsraosarma5799]

completely understandable​ class.....nice initiative hope u do more videos related to civil engineering 😊😊😊

[@harisinh_chauhan]

this video so greatest this is helpful for me in calculating the live load. thanks dear

[@dscintury]

Thank you so much

[@thesamuel6958]

Sir we need some more example solution on design of purlin..

[@VikramKumar-of6fj]

Thanks yar

[@yoosafkt7415]

sir..please upload - selection of trusses..in different situation...thanks in advance

[@mustansirhuzaifa2121]

If I have 10 degree angle how much should i take for live load?

[@yoosafkt7415]

awesome sir

[@alexprawin]

bro make a video on wind load (*force)calculation on the wall of the structure including suction .....

[@jajjohn6771]

Sir,why we are not adding live load of purlin while calculating total live load

[@prettypinkgamer4555]

I hope there's an english translation 😭😭

[@MrRahulsana]

AND HOW WE CALCULATE AREA ON PLAN

[@MrRahulsana]

SIR FPP ARE ONLY 3 HOW CAN IT BE 4 CAN U CLARIFY ME CLEARLY PLEASE

[@Civiconcepts]

+Rahul Sana end panel point are considered half panel point, so 2 end panel point is equal to 1 full panel point

[@mathstube1802]

i too seen misatkes on that case....why we have to calculate LL?? i think its given in roof as 0.75 without access and 1.5 with access.

[@carlpalza]

Sorry , but I don't understand you at all