Hi Tony
I updated my Eurobeam this week to 3.21h, and spent much of Thursday using it. I’ve encountered the following issues (this is the first update I’ve done for about 18 months, so they might not relate to the latest changes)
1 On the beam load input page, the self-weight load o.w. defaults to an ‘R’ type from 0 to 0! You have to change it to ‘U’ type every time, unless you have a cantilever.
2 In the steel beam bearing design, the masonry strength defaults to zero each time, instead of the most recently used value.
3 In the column design section, the steel grade defaults to S235 each time, regardless of what you have set (normally S355) in Configurations/User Setup.
4 When setting the effective length of a steel beam, clicking the UP arrow decreases the effective length, and vice versa. It is more intuitive (and used to be the case) for the UP arrow to increase the effective length.
I like the enhancements to the load input methods 😊
Best wishes
Richard
I updated my Eurobeam this week to 3.21h, and spent much of Thursday using it. I’ve encountered the following issues (this is the first update I’ve done for about 18 months, so they might not relate to the latest changes)
1 On the beam load input page, the self-weight load o.w. defaults to an ‘R’ type from 0 to 0! You have to change it to ‘U’ type every time, unless you have a cantilever.
2 In the steel beam bearing design, the masonry strength defaults to zero each time, instead of the most recently used value.
3 In the column design section, the steel grade defaults to S235 each time, regardless of what you have set (normally S355) in Configurations/User Setup.
4 When setting the effective length of a steel beam, clicking the UP arrow decreases the effective length, and vice versa. It is more intuitive (and used to be the case) for the UP arrow to increase the effective length.
I like the enhancements to the load input methods 😊
Best wishes
Richard
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