Answer Posted / sujit ( hari machines)

1. penotrometer test
2.plate load test
3. field density test

What are the advantages and disadvantages of lead products in construction?

1174

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What is the difference between 53 grade and 43 grade cement

1719

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Concrete cover for slab, column, beam and footing?

1075

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suppose that  156000 sq.ft rcc work builtup are.how many % of brick work to rcc work.

2706

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Why is concrete cube test carried out?

1230

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strength vs shape factor

2541

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Define What is unit weight of normal concrete?

1273

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Whats be the minimum foundation depth of multistoried building as per height of building in individual footing?

1861

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Why steel rods are produced only in even dimensions?

2595

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20mm thick sand face plaster on walls consisting of 12 mm the backing coat of c.m.(1:3)and 8mm thick finished coat of c.m.(1:1)including scaffolding, watering, finishing etc complete please calculator with methyl et et r u

2339

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How many % we consider for lap for reinforcement for estimates

1800

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A sieve analysis results in 100% retained in no. 50 Sieve, the fm is?

1238

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What is quantity of cement and sand required for 2000sqft of tiling?

2830

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Why M15 is replaced by M20 when ammendment are made in IS456 in 2000?

1671

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Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No.       Loading        Axial force      Moment     Shear 1               DL+LL          1950              600            20 2           Seismic load       250              4800          700

1971

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