Using the SkyCiv Load Generator in ASCE 7 Wind Load Calculations
To calculate the wind load pressures for a structure using SkyCiv Load Generator, the process is to define first the code reference. From there, the workflow is to define the parameters in Project Tab, Site Tab, and Building Tab, respectively. However, free users can only use the calculation for a gable or pitched roof for a maximum of 2 solves per day. With a Professional Account or by purchasing the standalone Load Generator module, you can use all the features of this calculation as long as you want. You can purchase the standalone module thru this link. Note that ASCE 7-16 and ASCE 7-22 can be used for Imperial and Metric units while ASCE 7-10 is only limited to Imperial.
Users will need to define the parameters from top to bottom. The subsequent sections will detail the input parameters that you will need to define to generate the wind results.
Figure 1. SkyCiv Load Generator UI
Site Data
Users can get the wind speed by location from the SkyCiv wind speed map database. Using ASCE 7, you just need to define the Risk Category of the structure and put the address located in USA, regardless if it is ASCE 7-10, ASCE 7-16 or ASCE 7-22. You can also use the ASCE 7 wind load calculation procedure even if the location is outside USA and its territories. You just need to put the address and manually put the basic wind speed.
SkyCiv has digitalized the map as per the paperback standard. This means, you can simply enter in the site location and the software will automatically pull the wind speeds based on this input. There is a limit to how many times the wind speed can be calculated on the free tool. The software will use our internal interpolator to calculate values between the contours, to ensure accurate wind speeds are used in your designs. The Site Elevation is relevant in calculating the Ground Elevation Factor, Ke, for ASCE 7-16.
Site Input Parameters for Wind Load Calculation
Risk Category – Used in determining the risk-targeted basic wind speed V value
Project Address – Used for getting the nearest wind speed based on the Risk Category selected
Basic Wind Speed – the basic wind speed to be used in calculating the design wind pressure. This is automatically determined based on Risk Category and Project Address and can be modified by the user
Site Elevation – used in calculating the elevation factor Ke (for ASCE 7-16 and ASCE 7-22)
Once the parameters above are completed, we can now proceed to the Structure Data section.
Structure Data
The structure data and the wind and snow parameters are separated into different accordions. In order to calculate design wind pressures, the wind load checkbox should be checked. You need to define first the Structure you are analyzing. Right now, the available structures for ASCE 7 are as follows:
- Building – supports the following roof profile:
- Gable, Hip, Monoslope (enclosed, partially enclosed, or partially open)
- Troughed, Pitched, Open Monoslope (open)
- Truss Tower
- Freestanding Walls/Solid Signs
- Solar Panels
- Ground-mounted
- Rooftop
- Rooftop Equipment/Structure
In this documentation, we will focus on building structure.
For building structure, we need to fill the structure dimensions as shown in the building figure above. The option for the roof profiles are as follows:
- Gable
- Monoslope
- Hip
- Pitched (open gable)
- Troughed (open inverted gable)
- Open Monoslope
For free users, only Gable and Pitched roof are available for Building. Once you have completed all the structure data inputs, you can visualize the structure by clicking the 3D Render at the right side. In addition, note that the building length is defined as the dimension parallel to the wind direction (as shown in arrow) and the building length is perpendicular to the wind direction
Structure Input Parameters for Wind Load Calculation
Roof Profile – Used in pressure coefficient values based on the selected roof profile and roof pitch angle
Building Length – the dimension parallel to the wind direction as defined in ASCE 7. Used in calculation of pressure coefficients
Building Width – the dimension perpendicular to the wind direction as defined in ASCE 7. Used in calculation of pressure coefficients
Mean Roof Height – the dimension of the structure from ground to the middle height of the sloping roof. Used in calculation of velocity pressure
Roof Pitch Angle – the roof slope in degree. Used in calculation of pressure coefficients
Once the parameters above are completed, we can now proceed to the Wind Load Parameters section.
Wind Data
To proceed with our wind load calculation, we need to check the checkbox first beside the Wind Load button. By default, this is checked when the site wind data has been defined.
Figure 4. Checkbox for Wind Load Data.
The next step, is to define the Wind Source Direction the corresponding Exposure Category of the upwind area. The Wind Direction parameter is used in obtaining the upwind (left side) and downwind (right side) ground elevations to calculate for Topographic Factor, Kzt. In addition, the Exposure Category is used in determining the Velocity Pressure Coefficient Kz. For standalone users or Professional account, you determine the worst wind source direction by clicking the Select Worst Case Wind Source Direction button so you can set the Exposure Category per upwind Wind Source Direction as represented by a 45-degree sector.
Figure 6. Elevation Data from Google Maps for upwind (left) and downwind side (right).
Topography Input Parameters
Exposure Category – Used in calculation of Velocity Pressure Coefficient Kz and Topographic Factor, Kzt . Assumed to be homogenous for each wind source direction
Wind Source Direction – used to obtain the elevation data on a specific direction section of the area. These elevation ata are used in determining the Topographic Factor, Kzt
Type of Terrain – Options to select Flat, Hill, Escarpment, Ridge
H – Height of obstruction/terrain. For type of terrain is set to option other than Flat terrain, this is used in calculating the Topographic Factor, Kzt
Lh – Horizontal distance from peak to the middle height of the obstruction. For type of terrain is set to option other than Flat terrain, this is used in calculating the Topographic Factor, Kzt
x – Horizontal distance of structure to the peak of the obstruction with the peak as the point of reference. For type of terrain is set to option other than Flat terrain, this is used in calculating the Topographic Factor, Kzt
Figure 8. Topography Parameters for ASCE 7.
Wind Input Parameters for MWFRS
Type of Structure – Required to be set to ASCE 7 Buildings – Main Wind Force Resisting System (MWFRS)
Enclosure Classification – Enclosed, Partially Enclosed, Partially Open (ASCE 7-16 and ASCE 7-22) options for gable, hip, and monoslope roof; Open for pitched, troughed, open monoslope roof. Used in obtaining the internal pressure coefficients Cpi
Wind Blockage – For calculation of GCN for open roof profiles
Is building elevated? – (For ASCE 7-22) Option to add the elevated height of the structure for calculating the design wind pressures acting below the structure
Height to Top of Parapet – (Optional) used for calculating the velocity pressure at the top of parapet and obtain the design wind pressure acting on the parapet
Floor Elevation – Since the wind pressure acting on the windward is parabolic in nature, this is used to approximate this pressure by assigning multiple rectangular pressure acting on the wall in between the level
Calculate Gust-effect Factor – (Optional) By default, this option is set to “Assumed rigid (G=0.85).” For flexible structures, or if needed, the detailed procedure for calulating the Gust-effect factor will be used when this option is set to “Detailed”.
Natural Frequency of structure, n1 – Required when detailed Gust-effect factor is selected.
Damping Ratio, β – Required when detailed Gust-effect factor is selected.
Figure 9. Wind Parameters for MWFRS.
Wind Input Parameters for Components and Cladding
Type of Structure – Required to be set to ASCE 7 Buildings – Components and Cladding
Enclosure Classification – Enclosed, Partially Enclosed, Partially Open (ASCE 7-16 and ASCE 7-22) options for gable, hip, and monoslope roof; Open for pitched, troughed, open monoslope roof. Used in obtaining the internal pressure coefficients Cpi
Wind Blockage – For calculation of GCN for open roof profiles
Effective Area of Wall Cladding – Can be a comma-separated value (i.e. 23,44,20) for multiple effective wind area. Used in calculating the design wind pressure for wall claddings or components
Effective Area of Roof Cladding – Can be a comma-separated value (i.e. 23,44,20) for multiple effective wind area. Used in calculating the design wind pressure for roof cladding or components
Height to Top of Parapet – (Optional) used for calculating the velocity pressure at the top of parapet and obtain the design wind pressure acting on the parapet
Consider Attached Canopy? – (Optional) used for calculating design wind pressure for attached canopies
Mean Canopy Height – (Optional) used for calculating design wind pressure for attached canopies
Mean Eave Height – (Optional) used for calculating design wind pressure for attached canopies
Floor Elevation – Since the wind pressure acting on the windward is parabolic in nature, this is used to approximate this pressure by assigning multiple rectangular pressure acting on the wall in between the level
Figure 10. Wind Parameters for Components and Cladding.
After all these parameters are defined, the next step is to click the Generate Loads on the upper right side of the UI.
Results
The results of the calculation are shown as follows:
Figure 12. Wind results for Building – Components and Cladding
The summarized results are shown on the right side of the screen. Other results are shown on the detailed report such as the parapet, canopy, elevated structure pressures, approximate base shear, and many more.
Detailed Calculation
The detailed wind load calculations can be accessed only by Professional account users and those who purchased the standalone load generator module. All the parameters and assumptions used in the calculation are displayed on the report to make it transparent to the user. You can download a sample detailed calculation thru the following links:
ASCE 7-22 MWFRS
ASCE 7-22 Components and Cladding
For additional resources, you can use these links for reference:
