Hi
If I have a tall building (about 10 stories). When a story is completed, formwork is erected for the next story. So the newer story (especially selfweight of the newer floor slab) with all the construction loads (loads due to formwork, labours, appliances, etc) will be applied on the older floor slab by the jacks of the formwork. How this load is accounted for in the analysis and design of the older floor slab?
Another situation:
When tiling is started, a bulk of sand (17kn/m3) is put on the floor slab to be used for the mortar. How this load is accounted for in the analysis and design of the floor slab? I know this load exists in Load report dialog, but how this volumetric load is applied on the floor slab?
Hi rafal
Sorry, I can't find the answer of my question, or I misunderstand. Please find the attached file, it may be more clear.