The "Hemsedal Ski Center" in the Scandinavian Alps is one of the top 3 ski resorts in Norway. It comprises a total of 49 ski slopes and 20 ski lifts. At the foot of the mountainside, a new apartment hotel with 100 modern rooms will be completed by the end of 2017.
In addition to an underground parking garage, a restaurant, and commercial units, it will contain climbing walls, among other things.
DBC AS from Gol, Norway, analyzed the spatial model in RFEM and provided the information on the internal forces to the precast concrete & steel contractors. Furthermore, DBC AS was responsible for the detailed planning of all in-situ concrete constructions.
Architecture/Structural Design
DBC AS
Oslo/Gol, Norway
www.dbc.no
Investor
Skiab Invest AS
Trysil, Norway
www.skistar.com
Construction
PEAB AS
Oslo, Norway
www.peab.no
PEAB SVERIGE AB
Karlstad, Sweden
www.peab.se
3D model (© DBC AS)
In addition to an underground parking garage, a restaurant, and commercial units, it will contain climbing walls, among other things.
DBC AS from Gol, Norway, analyzed the spatial model in RFEM and provided the information on the internal forces to the precast concrete & steel contractors. Furthermore, DBC AS was responsible for the detailed planning of all in-situ concrete constructions.
Architecture/Structural Design
DBC AS
Oslo/Gol, Norway
www.dbc.no
Investor
Skiab Invest AS
Trysil, Norway
www.skistar.com
Construction
PEAB AS
Oslo, Norway
www.peab.no
PEAB SVERIGE AB
Karlstad, Sweden
www.peab.se
3D model (© DBC AS)
Concrete Structure of Building
No Download Possible
Customer Project / View Only
Number of Nodes | 2053 |
Number of Lines | 3264 |
Number of Members | 795 |
Number of Surfaces | 421 |
Number of Load Cases | 11 |
Number of Load Combinations | 22 |
Number of Result Combinations | 4 |
Total Weight | 6319.805 tons |
Dimensions (Metric) | 111.338 x 47.858 x 23.350 m |
Dimensions (Imperial) | 365.28 x 157.01 x 76.61 feet |
Program Version | 5.06.30 |
![KB 001875 | AISC 341-22 Moment Frame Member Design in RFEM 6](/en/webimage/047794/3736755/im01.jpg?mw=512&hash=33697d419a0e8a96b738e8e2e97fae057743a108)
The three types of moment frames (Ordinary, Intermediate, Special) are available in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-22 is categorized into two sections: member requirements and connection requirements.
![Design Level 1 - Ultimate Configuration](/en/webimage/044297/3619892/1_EN_-_Tragkonfig_lvl1.png?mw=512&hash=f430d843e4bdd5485ad13ab83926ac08ecee268b)
The fatigue design according to EN 1992-1-1 must be performed for the structural components subjected to large stress ranges and/or many load changes. In this case, the design checks for the concrete and the reinforcement are performed separately. There are two alternative design methods available.
![Building Overview (KB1866)](/en/webimage/046746/3676167/KB1866_image01_en_Model.png?mw=512&hash=18feed6e03b6c09c60d7e29dc96041d95c24997b)
To evaluate whether it is also necessary to consider the second-order analysis in a dynamic calculation, the sensitivity coefficient of interstory drift θ is provided in EN 1998‑1, Sections 2.2.2 and 4.4.2.2. It can be calculated and analyzed using RFEM 6 and RSTAB 9.
![KB 001761 | ...](/en/webimage/034236/3383734/Image_1.png?mw=512&hash=e291c1e4af5953551bde5d9d71f599f36ae2e3f7)
The Steel Design add-on in RFEM 6 now offers the ability to perform seismic design according to AISC 341-16 and AISC 341-22. Five types of seismic force-resisting systems (SFRS) are currently available.
![Feature 002828 | Fire Design of Slabs and Walls According to Simplified Table Method](/en/webimage/050837/3925042/50837.png?mw=512&hash=b06639a36ab8b62ab6d08e08552a5ec274469a37)
In Concrete Design Add-on for RFEM 6 / RSTAB 9 you can perform the fire design of reinforced concrete slabs and walls according to the simplified table method (EN 1992‑1‑2, Section 5.4.2 and Table 5.8 and 5.9).
![Feature 002825 | Shear Walls and Deep Beams Consisting of Members](/en/webimage/050709/3925056/50709.png?mw=512&hash=8e57b70946dcc367584aee1ee2d82b3efafa652f)
When generating shear walls and deep beams, you can assign not only surfaces and cells, but also members.
![Feature 002826 | Punching Shear Reinforcement](/en/webimage/050658/3936123/50658.png?mw=512&hash=ae20d4ca78cdf203a2c2d3ccbb7daa0f324da77a)
In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
![Feature 002820 | Limit Plastic Strain for Welds](/en/webimage/050344/3881226/1.png?mw=512&hash=9d7f6c198b6d4ae6ee8f2fa8bca75f85579e14c9)
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
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