The first calculations are all correct and follow the formula I was given. I am having trouble when I reach here (mainly how to find out the volume of concrete) I believe it to be 1.5 m^3
I am not equating torque with force I just think we are having a serious miscommunication:I am not sure if...
That is part of the formula I was given.
R is the Force:
R = pgyA = 1000*9.81*0.81*5.6895 = 45.2093 kN
I meant to put EF as FE. And EA is the middle of the gate. The units are fine after checking through everything and so are the sums until a certain point when I do not know what I am doing.
Sorry if it is unclear:
Sine 140 = AC/0.9m AC = 0.9m*sin140 = 0.579m
This is sin140 = AC / 0.9m
So I rearranged the equation so AC becomes the subject so it becomes AC = 0.9m * sin140 = 0.579mI divided it by (1000 / 9.81) to convert the kN into kg
Then, I could find the volume as I had the...
Even without the metres I am still getting the same answer which, I do not think is correct900mm = 0.9m
Sine 140 = AC/0.9m AC = 0.9m*sin140 = 0.579m
y = 5.4m + (0.579m/2) = 5.6895m
A = 0.9m*0.9m= 0.81m^2
R = pgyA = 1000 kg/m^3*9.81m/s*0.81m^2*5.6895m = 45209.3 N = 45.2093 kN...
Sorry, I believe that Sine function has no units as it is ratio of lengths. It is known to be sin θ
As sin is defined as the ratio between the opposite leg and the hypotenuse, its dimension is length / length =1 (i.e. it is dimensionless).
I don't see any more errors after following the formulas I was given. I know you have just stated you will not point them out but, I have been trying and trying and cannot see them. It is not like I have just posted the question with no serious attempt at attempting or answering it. I was...
I have tried again. The only error I found was the D-y value from a previous attempt I forgot to replace the old y value with the new y value. How is this? Sine 140 = AC/0.9 AC = 0.9*sin140 = 0.579m
y = 5.4 + (0.579/2) = 5.6895
A = 0.9*0.9 = 0.81m^2
R = pgyA = 1000*9.81*0.81*5.6895 =...
Please can you help with a question I am struggling with. I have done as much working out as I could until I was completely stumped:
Calculate the concrete volume that is required to keep the sluice gate AB closed, assuming that the only resisting force is the friction between the concrete...
Hello,
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