Staad Plate - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Software (https://forum.civilea.com/forum-65.html) +--- Forum: Software Installation Problems & Bugs (https://forum.civilea.com/forum-106.html) +---- Forum: Archive Problem (https://forum.civilea.com/forum-28.html) +---- Thread: Staad Plate (/thread-13586.html) |
Staad Plate - zbizafar - 07-01-2010 I am having problem analysis a 600 x 600 x 10 mm plate in staad. with only self wt the stress are so high. I am attaching the staad input file, please check and inform what i am doing wrong. The plate is intended to be a chequered plate cover over underground Pit. Staad Plate
Code: *************************************** RE: Staad Plate - triance - 07-01-2010 I saw the model and didn,t find any problem. You have to choice which result you want. Here are some fig to explain staad plate result. RE: Staad Plate - zbizafar - 07-01-2010 I have attached the absolute value from staad, i know you can check for different stresses but i can't understand how a 600 mm long plate with self wt only can have such high stress values. if you see in the model almost all stresses are very high. Maybe i am looking at it in a wrong way but i am confused. Thanks, RE: Staad Plate - zbizafar - 07-03-2010 I am sure many people here know the solution to the problem, please make time and reply. Thanks RE: Staad Plate - seb3k - 07-03-2010 You made an error in syntax while adding self weight load it should be: LOAD 1 LOADTYPE None TITLE SELF WT SELFWEIGHT Y -1 replace theese 2 lines, keep everything else the same and it works perfectly (ran it in staad2007). deflection is about 0.02mm |