Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.

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for 16mm thick cement plastring 1:6 on 100 Sq.m.New brick work,the quantity of cement required is.

0 Answers   Junior Engineer,

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From where the relationship of target strength comes in mix design(graph)

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What should be percentage of silt content in sand?

11 Answers   TCIL,

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How to distinguish that the soil is clay, silt, sand & murrum at site. (just by looking at it with out doing the sieve analysis test??

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Hi, Please tell me the ISI specification for the duration of concrete to achieve full strength of concrete. Is it 28days?

7 Answers   UPSC,

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Did you handle any interior designing jobs?

5 Answers   Shell,

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03. a. The water cement ratio for achieving maximum strength of concrete is…… 1 b. Water/ cement is inversely proportional to-------------- 1 c. Increasing the slump decreases the strength: True / false 1

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what do you mean by ssd how it calculated

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What are the common ways of demolition?

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what is meant by velocity & gravity ?what is the difference between normal liquid flow & gravity liquid flow ?

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Hai, I have applied for APPSC AEE (I&CAD) post.I need previous AEE papers of civil engineering.I hope u will kindly consider this and send.

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