![]() ![]() Adjacent nodeshell to beams are connected with rigid link to transfer slab forces. ![]() How these take effect on beams internal force. Here's eccentricity being considered to study force distributionon beam members. 2007 page 11 of 17ĬASE 2Modelling structures with frame element to represent beam and column, shellelement for slabs. Notes on Using SAP2000 as a tool, Suyono Nt. ![]() Here's eccentricitybeing ignore to simplify. 2007 page 6 of 17ĬASE 2Modelling structures with frame element to represent beam and column, shellelement for slabs to study force distribution on beam members. Loadsapplied to beam in -z direction, distributed as trapezoidal and triangular. RC beam designModified ACI318-99 parameter to satisfy SNI91 RC building codes.Type: Sway Ordinary (non seismic)ĬASE 1Modelling structures with frame element to represent beam and column. Material Properties (I left as default, except weight density)Įlement dimensions (in mm units)Beams (all beams in X and Y direction)H=400B=200Ĭolumn (all columns, below and above storey being considered)H=300B=300 For calculation beams bending moment hope it would be satisfied :( ?, foranother purpose of calculating such as slabs moment and/or deflection i'm not sure.In others word it'll not capture the structural behaviour (need more FE mesh). Sorry for day i'm on a lazy state in writes all of equations and make details of calculation like areport.īecause of node limitation in SAP2000 Student version (100 nodes max) onlysmall/moderate numbers of meshing shell elements in my SAP models, it's about 80nodes. ![]()
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