Please kindly explain well how to calculate the weight of bracing, its not clear, you said that the weight of bracing is equal to the weight of bracing times the plan area of truss. That means you are using weight of bracing to find weight of bracing, repetition. So that part is not clear. Thank u,am Julius from Uganda
I already have stock of 65 x 65 x 6 mm iron angles. I also have 75 x 40 mm C channels. I also have corrugated asbestos sheets. I want to make a shed of 20 feet x 60 feet. For this I want to fabricate 4 trangular trusses (one side slop) for 20 feet span and to be placed at 12 feet centre to centre and place C channel purlins and asbestos sheet thereon. Please inform if ypu can design on pay,ment of one time fee
Thanks
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Please kindly explain well how to calculate the weight of bracing, its not clear, you said that the weight of bracing is equal to the weight of bracing times the plan area of truss.
That means you are using weight of bracing to find weight of bracing, repetition. So that part is not clear. Thank u,am Julius from Uganda
Plan area? Why span/2xspacing of truss? Inclined length of principal rafter X spacing of truss. Isn't it?
If it is perpendicular downward load plan area then okay.
9:40 to 13:24 please crop it
hello sir which standard are you referencing from, is it euro code or is Code
I already have stock of 65 x 65 x 6 mm iron angles. I also have 75 x 40 mm C channels. I also have corrugated asbestos sheets. I want to make a shed of 20 feet x 60 feet. For this I want to fabricate 4 trangular trusses (one side slop) for 20 feet span and to be placed at 12 feet centre to centre and place C channel purlins and asbestos sheet thereon. Please inform if ypu can design on pay,ment of one time fee
HELLO I CAN DESIGN ON PAYMENT
Also u didn't include wind loads and live loads.
How can B meet or talk
Where is wind load and live load calculation
Please stick to one language