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Questions related from Qazi Inaam
I am applying a uniform load of 15 kN/m on a 25 m simply supported I girder beam of certain dimensions. And I am unable to find critical buckling factors in SAP 2000. The paper mentions that for...
29 July 2019 5,385 0 View
What is the proper procedure of applying vehicular load on grillage . Do we define a path for vehicle or do we distribute the vehicular load on nodes of the grillage members. I am using SAP 2000
23 July 2019 1,213 3 View
I have an area which has 5 keypoints and mapped meshing requires only 4 keypoints .so I have to discard one keypoint which does not lie on the periphery of the area. How can I do it via coding...
08 August 2018 3,940 3 View
Is it possible to arrange areas in an array parameter based on location so that adjacent areas are next to each other in an array. Currently the array sorts them in ascending order, which is...
24 July 2018 5,764 1 View
I have attached a picture which shows 2 co axial tubes being compressed by heavy end plates. But the reduced modelling technique does not make much sense to me . IF someone could help in...
14 April 2018 3,220 2 View
I am doing non linear buckling analysis to determine the buckling co efficient of flange buckling of I beam. For doing eigen value buckling analysis , and from there I do non linear analysis to...
15 March 2018 5,260 1 View
1) I am doing validation of non linear analysis of stiffened steel plate girder. When I use 1500kN the analysis converges . If I use 1800kN the analysis terminates at a substep and if I see the...
04 February 2018 1,151 0 View
