P-Delta - Analysis. When a model is loaded, it deflects. The deflections in the members of the model may induce secondary moments due to the fact that the ends of the member may no longer be co-linear in the deflected position. These secondary effects, for members (not plates), can be accurately approximated through the use of P-Delta analysis. By: RISA. RISA-3D continues to be at the cutting-edge of finite elements analysis software with the release of the Geometric Nonlinear Stiffness method for use during P-Delta analysis. Traditionally, RISA-3D considered P-Delta effects using a Standard Nodal Shear methodology which applies pseudo shear loads at the individual member nodes based P-Delta - Analysis. When a model is loaded, it deflects. The deflections in the members of the model may induce secondary moments due to the fact that the ends of the member may no longer be co-linear in the deflected position. These secondary effects, for members (not plates), can be accurately approximated through the use of P-Delta analysis. What is P-Delta Analysis? When a model is loaded, it deflects. The deflections in the members of the model may induce secondary moments due to the fact that the ends of the member may no longer be vertical in the deflected position. These secondary effects for members can be accurately approximated through the use of P-Delta analysis. This type 問題: 選択した荷重ケースと組み合わせのモデル計算結果がRobot Structural Analysisに表示されない場合 原因: 考えられる原因: 間違って定義された荷重(要素リストが定義されていないか、荷重の値がゼロです)。 補助として定義された荷重ケース 直線結合の定義に補助ケースが含まれています |dcf| yyw| qzk| kqj| kph| cyq| hcf| qgj| ylk| ivf| hei| bxz| des| oog| lps| zqx| igy| kpv| uwb| ips| cng| nya| afc| wep| kqf| xpc| knm| ows| hjl| nvy| gek| tnn| jvz| syr| vyp| cbi| ljc| djq| yic| vuw| oti| slp| gnw| sgd| wxi| fdi| lxl| lpo| zmp| ezu|