Answer / dksharma5076@gmail.com

3.5 N/mm2

Answer / senthil473

1st class brick > 10 N/mm2
2nd class brick > 7 N/mm2
class 40 ie. heavy duty bricks > 40 N/mm2

rate analysis hiring of generator 62.5 KVA

0 Answers  

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in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing

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