EN
DE- When is a load not important and can you exclude it from your report
- Why do I see only stresses in x direction and in all other directions 0?
- How can I remove labels at results
- If I have a slenderness ratio > 100 but a utilization factor <1 is that still fine?
- Description of Individual loads
- Crane ride
- Side load
- Wind
- Why use both side acceleration and side loads
- New project
- Static calculations (import all individual loads and constraints)
- Change of names of individual loads
- Load sets
- Trolley ride load
- Load factors
- Continue load sets
- Why do you apply the side load in 2 directions
- Matrix for load factors
- Can the order of individual loads be changed?
- Why not use combination, buffer, side load and storm?
- Don’t you use the buffer of the crane and the trolley together?
- Do we have to add the emergency brake?
- Add Load groups + safety factor
- Model setup report
- Make a new view
- Make a result report
- Add reaction forces
- Why do we need reaction forces?
- Menu structure in (model setup / results) report
- Boom up calculations
- Why do I need to lift my boom up?
- Boom up in report
- Do you have to operate with boom up?
- Add standards
- ASD Static Stress Check
- Fatigue Check
- Add weld types
- Add Element group / Classification group
- Set material type
- Fatigue Check create a plot
- Warning: Tensile Strength is used in Calculations / Change material details
- Add white background to plot
- Change legend in plot
- Remove boom up from plot
- Add kappa value
- Allowable Stress Fatigue
- Set the general views
- Define category for each check
- Static Stress Check
- Store ‘Complete crane boom down view’
- What happens if you change material type
- Plots for static stress check
- Static Stress Check boom up
- Cripple check
- Change from 2D to 3D
- Length factor
- Plot Criteria plot
- Add plots in detailed report
- I have very weird (maximum) displacements for group results
- Minimal requirements final report
