European Recommendations on the Stabilization of Steel ... - Xs4all

<strong>European</strong> <strong>Recommendations</strong> on the Stabilization of Steel Structures by Sandwich PanelsForces of the fastenings on the rigid supportForce in direction of the panel´s span (equation (49))∆⎛ π ⎞V S ,max= 150kN⋅ ⎜ ⎟⎝ 6000mm⎠= 0, 217kN21⋅10.4mm⋅150kN1−1240kN+ 10213kN1000mm⋅ ⋅ 24Force in transverse direction (equation (50))M S ,max= 827. 7⎛ π ⎞1= 150kN⋅⎜⎟ ⋅10.4mm⋅⎝ 6000mm⎠150kN1−1240kN+ 10213kNkNmm⋅1000mm2 ⋅827.7kNmmS , max== 0. 051kN8000mm⋅ 4V QResulting force (equation (53))22V S= 0.217 + 0.051 0. 22kN, max=Each fastening shall be designed for the shear force V S,max (design value, ultimate limit state).If there are further shear forces, they shall be added in the sum. If there are also tensile forces,the interaction between the shear and the tensile forces shall be considered.Limitation of deflectionThe maximum shear angle is (equation (54))γπ6000mm11240kN+ 10213−1150kN−4max= 10.4mm⋅ ⋅= 0.72 ⋅10which is less than the limit angleγmax≤175066