Structures load calculations shelters
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Transcript of Structures load calculations shelters
Vigyan Ashram, Pabal
Why should you know how to Why should you know how to design a structure?design a structure?
Step 1 – What is the load on the Step 1 – What is the load on the structure?structure?
1) Dead Load Self weight Static loads
2) Dynamic Load Wind Rain People Loading/Unloading
Tractor ShedTractor Shed10m
4m
9m
5m
Truss
Column
Foundations
Dead LoadDead LoadSelf weight
Golden Rule:Work top to bottom
1. Truss
2. Column
3. Foundations
1. Load on Truss1. Load on Truss10m
4m
Steel Sheet – 10kg/m2
Mass 1 Truss – 100kg
Area of roof (m2) = x x
10 m 4 m 2 = 80 m2
Mass of roof (kg) = x
Weight of roof (N) = x
=
=
80 m2 10 kg/m2 800 kg
800 kg 10 8000 N
Weight of 1 truss (N) = x
1. Load on Truss1. Load on Truss10m
4m
Steel Sheet – 1kg/m2
Mass 1 Truss – 100kg
100 kg 10
8000N
= 1000 N
Total weight on trusses (N) = +
1. Load on Truss1. Load on Truss10m
4m
Steel Sheet – 1kg/m2
Mass 1 Truss – 100kg
3000 N
8000N
= 11,000 N
1000 N 1000 N 1000 N
8000 N
ActivityActivity How much roof weight must your structure support?
Plastic Sheet – 4.5 kg/m2
Mass 2’ PVC Pipe – 0.75 kg/m
Mass bamboo 1’ – 0.2 kg/m
Mass steel pipe 0.5’ – 0.36 kg/m
Mass steel pipe 0.75’ – 0.5 kg/m
Mass steel pipe 1’ – 0.75 kg/m
Area of roof (m2) = x x
Mass of roof (kg) = x
Weight of roof (N) = x
10 m 4 m 2
=
=
=
80 m2
80 m2 10 kg/m2
800 kg
800 kg 10
8000 NWeight of 1 truss (N) = x100 kg 10
= 1000 NTotal weight on trusses (N) = + 3000 N
= 11,000 N8000 N
2. Load on Column. Load on Column
5m
Mass 1 Column – 10 kg/m
8000N
1000 N 1000 N 1000 N
Mass 1 pole = x
Weight 1 pole = x
=
=
50 kg
5m 10kg/m 50kg
500 N
10
2. Load on Column. Load on Column
5m
Mass 1 Column – 10 kg/m
11,000N
500 N
500 N
500 N
500 N
500 N
500 N
Force on each column = + 11,000 N 3000 N
= 14,000 N
Try it Try it youself!youself! How much
weight does each lower support hold?
Mass 1 pole = x
Weight 1 pole = x
=
=
50 kg
5m 10kg/m 50kg
500 N
10
Force on columns = + 11,000 N 3000 N
= 14,000 N
Mass 2’ PVC Pipe – 0.75 kg/m
Mass bamboo 1’ – 0.2 kg/m
Mass steel pipe 0.5’ – 0.36 kg/m
Mass steel pipe 0.75’ – 0.5 kg/m
Mass steel pipe 1’ – 0.75 kg/m
Weight of Foundations = x
3. Load on . Load on FoundationsFoundations
14,000N
Force on Foundations = +
2000kg 10 =
34,000N
Mass Foundations – 2000kg
20,000N
14,000N 20,000N
=
Try it yourself:Try it yourself: How much weight do the bottom supports hold?
Mass 2’ PVC Pipe – 0.75 kg/m
Mass bamboo 1’ – 0.2 kg/m
Mass steel pipe 0.5’ – 0.36 kg/m
Mass steel pipe 0.75’ – 0.5 kg/m
Mass steel pipe 1’ – 0.75 kg/m
Force on Foundations = + 11,000 N 20,000 N
= 34,000N
Extreme WindExtreme Wind
normal air pressure
low air pressure
Tornado
Windflow over buildingsWindflow over buildings
high pressure
low pressure
low pressure
So how do I calculate wind load?So how do I calculate wind load?What things do you think affect wind load?
Zone Windspeed
(m/s)
55
50
47
44
39
33
Step 1 – Highest Windspeed Step 1 – Highest Windspeed
Pabal – 39 m/s
Wind speed is affected by local terrain
If you are on a hill, increase the wind speed by multiplying by 1.1
Safety Factor Safety Factor
Design wind speed = 1.1 x 39 m/s= 43 m/s
Pressure is the force per square metre on the building
Wind PressureWind Pressure
Pressure (N/m2) = 0.6 x windspeed2
= x x 430.6
1109 N/m2=
43
1m1m
Wind force is the specific force on a particular part of the buildingSafety Factor: account for internal pressure changes with a safety factor of 2
Wind ForceWind Force
Force (N) = Pressure (N/m2) x Area (m2) x Safety Factor
Wind ForceWind ForceForce (N) = Pressure (N/m2) x Area (m2) x Safety Factor
Force On Wall (N) = x x
Area Of Wall (m2) = x
=
=
9m 5m45 m2
21109 N/m2
9,9810 N
9m
5m
Wind Pressure = 1325 N/m2
Safety Factor = 2
45 m2
Wind Force (N)
Wind ForceWind ForceForce (N) = Pressure (N/m2) x Area (m2) x Safety Factor
Force On Roof (N) = x x
Area Of Roof (m2) = x
=
=
10m 4m40 m2
21109 N/m2
8,8720 N
10m
4mWind Pressure = 1325 N/m2
Safety Factor = 2
Wind Force (N)
40 m2
Activity – Own designs!Activity – Own designs!
Force (N) = Pressure (N/m2) x Area (m2) x Safety Factor
1 2Safety Factor of 1.2
Pressure (N/m2) = 0.6 x windspeed2
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