Awning and Canopy

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Awnings Singapore

Le Fong offers installation services for awning, canopies and metal roofs for your everyday use.  Each of them are used for different purposes and we can recommend a suitable kind of overhead covers if you let us know what functions your overhead cover should do.

What is an Awning?

Awnings are fixed structures that are either mounted above an outside window or patio to prevent harsh light and shadows from entering the house. The main functions are to keep the temperature low in the home and to protect furniture from sun damage. Retractable awnings mounted on patios are used to keep the pouch cool and comfortable even in the heat.

Usage and Benefits of an Awning

An awning has a relatively fixed usage. It is commonly used for:

  • preventing harsh light and shadow from entering the house
  • keeping the temperature of the house low
  • protecting furniture from sun damage
  • keeping a pouch cool and comfortable

Le Fong offers the following types of Awning services:

  • Polycarbonate Awning
  • Glass Awning
  • Aluminium Composite Panel


We offer installation services of awnings for a wide variety of uses.


Polycarbonate Awning

Glass Awning

Glass Awning

Aluminium Composite Panel

Aluminium Composite Panel



Maximum width Maximum width for a single unit with one motor and one piece of fabric 52 1/2 feet (1600cm) in one piece (Palermo Plus model) Maximum width with using one piece of fabric and one motor 42’7″ (1300cm) for all models
Adjacent units Multiple units can be butted together with a 5″-6″ (12.7cm – 15.24cm) gap between units Multiple systems can be butted together and caulked with no gap so no rain or snow enters between systems
Maximum projection Maximum projection 16 foot (Roma model). Largest in the world Maximum projection 29’6″ (Siracusa, Sassari and Rimini models) largest in the world
Wind load Maximum wind load tested to Beaufort scale 5 (Palermo/Palermo Plus/Bologna models) Maximum wind load tested (Beaufort scale 10). Most models
Drainage Front water drains off front bar and can splash on hard surface Front water drains to front and then down through internal, invisible gutters and downspouts (most models) OR off the side(s) of the fabric using single sided or alternating sides
Rainfall For LIGHT rainfall only – less than .30″ (7.6mm) per hour per the American Metrorological Society For HEAVY rainfall – more than .30″ (7.6mm) per hour per the American Meteorological Society
Water Fabrics are water RESISTANT and include Para, Sunbrella, Dickson & Sattler Fabrics are water PROOF (Ferrari 502 & Ferrari 602) or water RESISTANT (Para only)
Hail & Snow Not hail or snow load approved Tested for hail. Not snow load approved
Powder coating Qualital® powder coated frames & hood available in white, ivory, sand and brown with sand and brown having a $200 surcharge Qualital® powder coated frames available in all RAL colors with each model available in a standard color or colors and other RAL colors available for a surcharge
Fire retardancy Non fire retardant fabrics are standard with fire retardant fabrics available for a surcharge Fire retardant fabric is standard on all models
Posts, Arms and Guides Spring loaded arms with no posts Belt driven system with posts (no posts on the Rimini and Firenze models) and guides
Enclosed Sides and front of lateral folding arm awnings cannot be enclosed as doing so would damage the system when opened and closed Sides and front of retractable patio cover systems can be completely enclosed so the area can be air conditioned in the summer and heated in the winter and also allowing for a bug and pollen free area
Drainage options Front water drainage only Front or single sided or alternating side water drainage available
Free standing or attached Cannot be free standing unless attached to a custom made structure Any model can be free standing. Standard free standing models are the Forli, Trento and Vicenza
Model names Models include Genova, Palermo, Palermo PLUS, Bologna, Venezia and Roma System examples include Ferrari, Firenze, Firenze PLUS, Forli, Monza, Monza PLUS, Ravenna, Rimini, Sassari, Sassari, Salerno, Siracusa, Trento and Vicenza models

Before and After

Façade of a Building




The Problem

Design a mounting solution for an awning covering a window in a home.


Understand the problem


What is an awning ?

An awning or overhang is a covering attached to the exterior wall of a building to provide shelter from the elements like Rain , sunshine.


Example !



Analyse to understand the problem in the best way possible

Understand the design of a generic awning there are certain elements to the design


Extract the Input

How to extract Input ?

  • Reverse engineering
  • Images


Reverse engineering -Measurements

Taking physical measurements of the problem space.


Form of Input Data.

Measurements should be converted into a CAD model

  • Well defined model is not required
  • Extracting data which is most important.



  • Functional
  • Structural
  • Assembly
  • Maintenance
  • Environmental
  • Aesthetic
  • Safety
  • Reliability
  • Ergonomics


Structural requirements:

  • To sustain the loads on awning from wind and self-weight and impact loads due to debris falling on awning.
  • To maintain stability of structure.


Environmental requirements:

To withstand environmental conditions of rain, heat and cold without deterioration in material property.


Assembly requirements

An assembly mechanism

  • to mount the frame of awning to the wall
  • Be able to dismantle the assembly if required


Aesthetic requirements

To maintain the look of the façade of the building and not look out of place..


Concept development:

Now that the requirements are understood. Next step is to generate concepts.


How to Generate Concepts ?

  • Learning From Research and Gather Ideas
  • Brainstorm and Ideate
  • Synthesis of Ideas into concepts
  • Should meet requirements


Awning -Concept


Concept of mounting 1


Awning is connected to the Wall by a Link with pin joints at either end

Link is Aluminium channel


Concept of mounting 2

Awning is connected to the Wall rigidly through the Red frame on either side of Awning

Bracket is Wooden


Comparison of Concepts


Concept 1 Concept 2
Uses a link to connect the Awning to the wall Uses a structural bracket which connects the awning to the wall
Uses Pin joints -temporary Uses Permanent joints
Easier to dismantle Cannot be dismantled
Lighter Heavier
Additional brackets for mounting pins No additional brackets for pin mountings
Inferior in Aesthetics Superior in Aesthetics
Can take lesser loads Can take larger loads
Cheaper Costlier


Concept Selection

  • Concept 1 is inferior to concept 2 in aesthetics but superior in assembly requirements.
  • Concept 2 is stronger but that extra strength may not be required for the conditions.
  • Concept 1 is cheaper and light weight.


Selecting a concept and the reasoning behind it ?

  • Ease of installation
  • Simple and light
  • Cheaper


Although in this case Concept 1 has been considered superior but this might not be the case in all other instances of design


Engineering Analysis

Analysis of the Design with respect to Engineering principles

1.Engineering mechanics

2.Strength of materials

3.Machine design


Converting the design problem to an Engineering problem


Formulating the engineering problem



  • Get the reaction forces
  • Use reaction forces to calculate stress in the member


Arriving at the Design load

  • Wind loads
  • Self weight


Wind Load direction

Wind velocity


Wind pressure calculations

150 km / h =42 m / s

Generic formula for wind pressure , P = 0.613 V^2

Source : Wikihow

Considering the area of application faces a year round probability of storms then the maximum velocity of wind

For a sever storm is maximum 150 km/h

Calculated Pressure (N/m^2) –

= 0.613 * 42^2

= 1081 N/m^2


Calculate the Load from pressure

Projected area of the Awning is 1 metre X 0.7 metre = 0.7 m^2

Load acting = Pressure X Area

Load = 1081 * 0.7 = 756.7 N or 76 kg



Self Weight calculation

Self weight , Sheet = 11 kg

Frame = 10 kg

Total Design load = Wind load + Self weight load

= 76 +11+10 = 100 kg


Assumed :

Although the Weight will act vertically downwards, the Load due to self weight is a fraction of the wind load.


Considering Overload factor as 1.5

Cause of Overloads?

  • Debris falling onto the awning
  • Extreme gale force winds
  • Material variations
  • Dimensional variations


Load to be considered = 150 kg = 1500 N


Static Force and Moment analysis


  • Find the Force and Moment equilibrium equations
  • Solve to Find the Unknowns using Simultaneous equations method.


Free body diagram for system

Load acting is 1500/ 2 (at one side) at centre of the link.


Free body diagram

Kinematically it is a structure -Triangle




Free body diagram –Using Method of sections


Resolving the load into vertical and horizontal components


Resolving the Fce force into vertical and horizontal components


Free Body Diagram


Equating Forces

Equating all Forces in X direction to 0 due to static equilibrium




Equating moments about C

Σ M = 0

Sign convention for moment

Clock wise –negative

Counter clockwise –positive


+ (731.7)(487.7-337) + (164.9)(109.8-76) = 0

-(Rva)(487.7) -(Rha)(109.8) +115840 = 0  3


Finding Fce

  1. Rha–(164.9) +(0.857*Fce)=0  >>  Rha= (164.9) -(0.857*Fce)
  2. va–(731.7)+(0.515*Fce)=0  >>  Rva= (731.7) -(0.515*Fce)
  3. -(Rva)(487.7) -(Rha)(109.8 +115840 = 0


Substituting Rhaand Rvain equation 3 to find Fce

-((731.7 -0.515*Fce)(487.7)) –((164.9 -0.857*Fce)(109.8)) +115840 = 0

-356850 + 251.2 Fce –18106 + 94.1Fce + 115840 = 0

-222904 + 345.3 Fce = 0

Fce = 222904 / 345.3

Fce = 645.5 N


Finding Rva, Rha

Rha= (164.9) -(0.857 * 645.5)     Rha= -388.29 N     (opposite direction to what was assumed)

Rva= (731.7) -(0.515 * 645.5     Rva= 399.3 N


Final FBD of Link AD

Link AD


Finding Rhe, Rce

Rve= 332.2 N

Rhe= 553.2


Axial Force on link

From the reactions already calculated find the component of force in the axis of the link

This will be an input to calculate the strength of the link.


Calculation for Compression loading

Fce = 645.5 N

Next step is to calculate the Compressive stress and Buckling stability and design the section of the link and see if it exceeds the Tensile strength of the material


Net load = 645.5 N

Calculation for Compressive stress

Hence design is safe in Compression



What needs to be calculated?

Whether the load which is acting on the link exceed the Critical load which would buckle the link?

Formula :

Critical Load =𝜋2𝐸𝐼/𝐿2

E –Youngs modulus

I –Moment of Inertia of section

L –Length of Column



Calculation for buckling stability

Inputs :

1.E -Elastic modulus –Aluminium -69 GPa

2.I –Moment of Inertia – I = 1.232e-008 m^4

3.L –Length of Link –0.57 m

Calculating using formula

𝑃𝑐𝑟= 3.142∗69∗109∗1.232∗10−8/0.572 = 25 kN

Critical Load is much larger than 645.5 N , hence the link is safe from Buckling.

The Link is Strong in buckling and compression with very large margins.

This means that the section of the link can be reduced to reduce weight and maintain strength and stability.


Re-calculating Compressive stress

Stress = Load / Area

Stress = 645.5 N / 6.4e-005 m^2

Compressive Stress = 10 Mpa


Re-calculating Buckling critical Load

𝑃𝑐𝑟= 3.142∗69∗109∗7.253∗10−10 / 0.572

𝑃𝑐𝑟= 1518 N

Safety factor = 𝑃𝑐𝑟/ Load = 1518/654.4 = 2.3


Design of Pin -Shearing vs Bending

Mode of failure of joint:

  • Shearing off ,
  • bending

Which is more likely to happen?

In this case it would be shearing of as the length of the pin is not long


Design of pin joint for strength

Probable failure mode of Pin :

Failure due to Shear failure

The Pin has to be designed keeping in mind this Shearing action



Force acting on the Pin


Stress area of pin.


Shear Stress calculation

Stress = Force / Area

Stress = Force acting on the Pin / Shear Area


The Pin diameter is 6 mm

Area = 28.26 mm^2

Force = 654.5

Stress = 654.5 / 28.26 = 25 N/mm^2 or MPa

Steel Shear strength = 240 N/mm^2 (MPa)

Design is safe in Pin Shear


FEA Analysis of Awning

This analysis can be done by FEA analysis of the Awning frame with shown boundary conditions.


Setting up the Analysis

Material –Steel with Yield strength 240 Mpa


Boundary conditions


Load case

Loading : 1500 N

Area : Across the top surface of the full frame




Max Von mises Stress at centre = 100 MPa

Well within the Acceptable limit of yield strength of generic steel




Max Displacement at centre –2.2 mm


  1. Formulated the Load on the awning
  2. Used Static analysis to find the Reactions at the Pins
  3. Analyse the Link for compressive strength
  4. Analysed the Link for buckling
  5. Analysed the Pin for Shear failure.
  6. FEA analysis of Awning Frame


Formulation for Link angle

Angle of link

The same equations can be used to generate simple FORMULATION to find the optimal link length and inclination considering the Awning remains the same


Resolving the Fce force into vertical and horizontal components


Equating Forces

Equating all Forces in X direction to 0 due to static equilibrium

Σ Fx= 0

Rha= (164.9) -(Fce.sinθ)     A

Equating all Forces in Y direction to 0 due to static equilibrium

Σ Fy= 0

Rva= (731.7) -(Fce.cosθ )     B


Rewriting Equation 3 from earlier section

-(Rva)(487.7) -(Rha)(109.8) +115840 = 0     3


Substituting A and B in equation 3

-((731.7 -Fce.cosθ )(487.7)) –((164.9 -Fce.sinθ)(109.8)) +115840 = 0

-(356850-487.7. Fce.cosθ) –(18106 -Fce.sinθ.109.8) +115840 = 0

-259116+487.7. Fce.cosθ+Fce.sinθ.109.8 = 0

487.7. Fce.cosθ+Fce.sinθ.109.8 = 259116

Fce(487.7.cosθ+109.8.sinθ)= 259116

Fce= 259116 / ((487.7.cosθ+109.8.sinθ))


Formulation –Length


Formulation –Buckling Critical Load

𝑃𝑐𝑟= 3.142∗69∗109∗7.253∗10−10 / (𝐿2

𝑃𝑐𝑟= 493.4 / (𝐿2)


Formulation –All equations

Fce= 259116 / ((487.7.cosθ+109.8.sinθ))

Rha= (164.9) -(Fce.sinθ)

Rva= (731.7) -(Fce.cosθ )

L= 487.7/ sinθ

𝑷𝒄𝒓= 𝟒𝟗𝟑.𝟒 / (𝑳)𝟐

Shear Stress on Pin = Fce/ 28.26

Now only with input as angle , all the above can be calculated


Case studies

At θ= 30 deg

Fce= 500

Buckling critical load = 518

L = 0.975 m long

Not desirable , Link is too long


At θ= 70 deg

Fce= 750

Buckling critical load = 1800

L = 0.519 m long

Shear Stress on Pin = Fce/ 28.26

= 26 MPa

Desirable , Link is short.


At θ= 90 deg

Fce= 1355.3

Buckling critical load = 2074.5

L = 0.487 m long

Shear Stress on Pin = Fce/ 28.26

= 48 MPa

Link is Shortest


Detail Design

  • This is the stage when the Design is refined and specifications are laid out.
  • Preparation of Bill of Materials
  • Each and every dimensions of each part is finalized at this point.


Bill of materials


Next Steps :

  • Preparation of Drawings for the Parts for Fabrication and manufacturing
  • Refining the Details to suit manufacturing requirements
  • Tweaking Dimensions for Fit and clearances
  • Dimensional Engineering –GD& T



Procedure to find reactions -Solving Link AD

Reactions to be found Rha, Rva, Rhc, Rvc,

1.Force equilibrium of Force in X and Y

1.Output two equations in terms of Rha, Rva, Rhc, Rvc

2.Moment Equilibrium of Force about Point D

1.Output one equation in terms of Rha, Rva, Rhc, Rvc

3.Moment equilibrium of Force about Point B (load point )

1.Output one equation in terms of Rha, Rva, Rhc, Rvc

4.Replace values of Rha and Rhc in equations of moment balance

5.Arrive at two equations containing Rva and Rvc

6.Solve to find the remaining terms.

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