Portal & Contilevier Date & Time: 2008/04/25 07:56:45 ب.ظ Creators: Mehran & Mansoor Golrokhi site: http://civil.elmofan.ir File Name: P_C 1 -------------------------------------------------------------------------------------------------- ---------------------------------------Input Data-------------------------------------------- Story Height [2] = 3 V_Story [2] = 3 Story Height [1] = 3 V_Story [1] = 3 Panel Spacing [1] = 3 Panel Spacing [2] = 3 Panel Spacing [3] = 3 Panel Spacing [4] = 3 -------------------------------------------------------------------------------------------------- -------------------------------------Output Data------------------------------------------- Analyze With Portal -------------------------------------------------------------------------------------------------- ------------------------------------ Columns Section ---------------------------------- ---------------------------------- Columns Section 2 ---------------------------------- CM [2,1] = 0.563 CV [2,1] = 0.375 CP [2,1] = 0.375 CM [2,2] = 1.125 CV [2,2] = 0.750 CP [2,2] = 0.000 CM [2,3] = 1.125 CV [2,3] = 0.750 CP [2,3] = 0.000 CM [2,4] = 1.125 CV [2,4] = 0.750 CP [2,4] = 0.000 CM [2,5] = 0.563 CV [2,5] = 0.375 CP [2,5] = 0.375- ---------------------------------- Columns Section 1 ---------------------------------- CM [1,1] = 1.125 CV [1,1] = 0.750 CP [1,1] = 1.500 CM [1,2] = 2.250 CV [1,2] = 1.500 CP [1,2] = 0.000 CM [1,3] = 2.250 CV [1,3] = 1.500 CP [1,3] = 0.000 CM [1,4] = 2.250 CV [1,4] = 1.500 CP [1,4] = 0.000 CM [1,5] = 1.125 CV [1,5] = 0.750 CP [1,5] = 1.500- -------------------------------------------------------------------------------------------------- ------------------------------------ Beams Section ------------------------------------ ---------------------------------- Beams Section 2 ----------------------------------- BM [2,1] = 0.563 BV [2,1] = 0.375 BP [2,1] = 0.375 BM [2,2] = 0.563 BV [2,2] = 0.375 BP [2,2] = 1.125 BM [2,3] = 0.563 BV [2,3] = 0.375 BP [2,3] = 1.875 BM [2,4] = 0.563 BV [2,4] = 0.375 BP [2,4] = 2.625 ---------------------------------- Beams Section 1 ----------------------------------- BM [1,1] = 1.688 BV [1,1] = 1.125 BP [1,1] = 0.375 BM [1,2] = 1.688 BV [1,2] = 1.125 BP [1,2] = 1.125 BM [1,3] = 1.688 BV [1,3] = 1.125 BP [1,3] = 1.875 BM [1,4] = 1.688 BV [1,4] = 1.125 BP [1,4] = 2.625 -------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------