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Norme: Eurocode 0, Eurocode 1, Eurocode 2, Eurocode 3, Eurocode 5, Eurocode 6, Eurocode 7, Eurocode 8, Eurocode 9, CTE, ADM, ASCE 7, AISI S100, AISC 341, CSA A23.3, CSA S16, GB 50017, ACI 318, CSA S136

492 Results
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Timber Slab
9x
2x
Timber Slab | CLT timber
(0)
Model 004914 | Steel Column Base Connection
183x
29x
Steel Column Base Connection
(0)
Model 004913 | Steel CHS Column Connection to Concrete Foundation
188x
63x
Base Plate-Concrete Block Connections of Steel Columns
(0)
Model 004903 | Model of Industrial Workshop Extension
143x
Model of Industrial Warehouse Extension
(0)
Model 004864 | Steel Structure Connection | AISC 360-22
378x
67x
Steel Structure Connection | AISC 360-22
(0)
Model 004859 | Steel Structure | AISC 360/341-22
427x
69x
Steel Structure | AISC 360/341-22
(0)
P-Delta RSA Model
137x
8x
Steel Member RSA | ASCE 7 and NBC
(0)
Model 004809 | Cross-Laminated Timber Building
477x
74x
Cross-Laminated Timber Building
(0)
Steel Silo with Wind Loads | ASCE 7
451x
55x
Steel Silo with Wind Loads | ASCE 7
(0)
VE 1027 | Model
235x
4x
Verification Example 1027 | Capacity Design of Shear Forces on Beams and Capacity Design of Columns in Flexure According to DIN EN 1998-1
(0)
Cube - Validation Example
444x
26x
Cube – Validation Example
(0)
Model 004617 | Steel structure of roofing with a design of steel joints
1432x
193x
Steel Structure of Roofing with Design of Steel Joints
(0)
GT 000474 | Comparison of Geometrical Nonlinear Analysis and Second-Order Theory for Steel Members in Torsion
464x
19x
Graduation Thesis 000474 | Comparison of GNA and SOT for Steel Members in Torsion
(0)
444x
12x
Dome Structure
(0)
Model 004552 | Design Level 1 - Fatigue Design
35x
3x
Dome Structure
(0)
Wind Velocity Isolines
214x
4x
3D Rectangular Shape
(0)
Merdeka 118
660x
49x
Merdeka 118
(0)
Wind Velocity Field
161x
8x
Stadium
(0)
Model of Quai M Concert Hall
406x
Model of Quai M Concert Hall
(0)
Model 004505 | Building with Inclined Reinforced Concrete Columns
596x
28x
Building with Inclined Reinforced Concrete Columns
(0)
GT 000471 | Lateral Torsional Buckling Under Influence of Axial Tension
395x
9x
Graduation Thesis 000471 | Lateral Torsional Buckling Under Influence of Axial Tension
(0)
Model 004483 | Building with Basement and Soil Massif
324x
28x
Building with Basement and Soil Massif
(0)
Single-Span Beam for Fiber-Reinforced Concrete Design
484x
28x
Single-Span Beam with Fiber-Reinforced Concrete as Surface Component or Frame Structure
(0)
Model 004386 | Multistory Reinforced Concrete Building | CSA A23.3:19
534x
60x
Multistory Concrete Building | CSA A23.3:19
(0)
Eurocode Sharp Eaves Validation Example
521x
35x
Eurocode Sharp Eaves Validation Example
(0)
Steel Frame Connection | AISC 360-16
613x
55x
Frame with Steel Connections According to Eurocode
(1)
ASCE 7-22 Validation Example
851x
15x
ASCE 7-22 Validation Example
(0)
CLT Structure Model 1/2
462x
20x
CLT Structure Model 1/2
(0)
CLT Structure Model 2/2
514x
29x
CLT Structure Model 2/2
(0)
Racking System | AISI S100-16
554x
38x
Racking System | AISI S100-16
(0)
Model 004284 | Cold-Formed Steel Beam | AISI S100-16
619x
19x
Cold-Formed Steel Beam | AISI S100-16
(0)
Custom Cold-Formed Steel Section | AISI S100-16
441x
32x
Custom Cold-Formed Steel Section | AISI S100-16
(0)
Model 004209 | Model of Quai M Concert Hall
404x
Tower with Glulam Guy Wires
(0)
Model 004206 | Rigid Steel Connection
683x
53x
Rigid Steel Connection
(0)
Model 004205 | Hinged Steel Connection
950x
27x
Hinged Steel Connection
(0)
Model 004202 | Hinged Steel Connection
834x
16x
Hinged Steel Connection
(0)