Hi,
Please help me with this:
1. How to calculate actual deflection as attached? beam 135 result 1.058 but in global dispacement end node displacement 11.885 & 10.227, How did staad arrive result of 1.058?
2. Why Beam 135, 113, 105 have different deflections which is one beam with length of 1.8m & already been DJs, which is the correct value i assume the center beam?
3. I'm doubting my deflection check, can you please check my design parameters?
4. Can you also please check my load comb, Im usimg notional loads in load comb is this correct?
5. Can i use PDELTA analysis with this type of removable platform attach between turbine table and building?
Attahed picture and staad.
Thanks
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