dead load वाक्य
उदाहरण वाक्य
मोबाइल
- Roberts, James E ., " Effects of curing and falsework support periods on dead load deflections of reinforced concrete slab bridges : final report / prepared in cooperation with the U . S . Dept . of transportation, Federal Highway Administration 1972"
- This is one single most USP of the AAC blocks, because by using these blocks in structural buildings, the builder saves around 30 to 35 % of structural steel, and concrete, as these blocks reduce the dead load on the building significantly
- For example, in the case of design for fire a load case of " 1.0 x Dead Load + 0.8 x Live Load " may be used, as it is reasonable to assume everyone has left the building if there is a fire.
- After the entire dead load of the bridge was loaded, dampers and shock absorbers were installed in order to reduce the vertical deflections produced by asymmetric live loads in the arch and to allow slow deflections in the deck due to thermal and rheological actions.
- In determining the specific magnitude of the factors, more deterministic loads ( like dead loads, the weight of the structure and permanent attachments like walls, floor treatments, ceiling finishes ) are given lower factors ( for example 1.4 ) than highly variable loads like earthquake, wind, or live ( occupancy ) loads ( 1.6 ).
- The reason for the disparity between factors for dead load and live load, and thus the reason the loads are initially categorized as dead or live is because while it is not unreasonable to expect a large number of people ascending the staircase at once, it is less likely that the structure will experience much change in its permanent load.
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