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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What is the soil bearing capacity ? And how it should be to built a multistory building ?
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As per Kandal suggestions, we have implemented rolling starts on 140 (+/- 5) degrees and we kept 3 rollars to complete the rolling before falling 125 degrees and the Aggregate AIV is below 22. But When the DBM bed is being rolled 3rd high viabration, (Before 1 plain & low ,2 high Viabrations), the aggregate is getting sharp edge agg. projections are damaged. As the literature is said that, the VG-30 Grade having better control the temp. susceptibility than Penetration grade. if so we could not get this problem at site. But we are facing on site. let me know.
03. a. The water cement ratio for achieving maximum strength of concrete is…… 1 b. Water/ cement is inversely proportional to-------------- 1 c. Increasing the slump decreases the strength: True / false 1
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