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Question
Will it worthwhile to take out tests on particle density of soil particles for geotechnical design?
Answer
Particle density of soils is definite by ratio of soil particle mass and soil element volume. Depending on soil category, range of variation of soil particle thickness varies not drastically as in by percent. So, it might not be useful to order laboratory tests and incur additional expenditure just to decide particles density by recognizing that variation of particles density is not significant.
The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
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sir i want to know that which pages of IS800:2007 is used for steel design of tension member, compression member, collumn, beam, connections, trusses etc.. please give me the topic
how to draw a parabola
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