Answer Posted / pawar walu

with siew analysis at site

beam length 73 feet 4 inch,width 01 feet,height 50 inch so every beam load how much? and what quantity of M.S ROD? both side ony two column in middle no column.pls inform me that this is stable or not ? and how much risk of this beam?

2086

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what is the Purpose of Adding 20% of wet mortar & 1/3rd to Dry Mortar for PCC & Plastering & Rcc .is there any standard method for adding this .?

2314

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Would you cause a 55-gallon drum of water to weigh more by climbing in?

1129

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What Are The Different Type Of Slump Test Indications?

1231

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How can I make justification between using concrete grade c35 compare c37?

1586

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Explain the latest method to detect a crack in a building?

1166

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States some of the commonly used commands in cad software’s?

1219

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1. For 10sq.m area(47 kg bitumen contain) of 45 mm thick bitumen mix layer..how much bitumen is required for 1600 sq.m and how much aggregate need for that ?? 2. And much tonnage of bitumen mix required for 10 sq.m area of 45 mm thick. Please give answer...

2052

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What is the best type of wood glue?

1161

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PLS.......... ANY ONE CAN FORWARD ME PREVIOUS QUESTION PAPER hpcl civil engg

2347

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i need the syllabus for the direcr recruitement of executive engineers in andhrapradesh

2415

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How to calculate canal slope curvature qty!

2012

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I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.

6084

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How much cement and sand required for 9"brick wall per square metre

2923

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Explain the mechanism of cavitations in pipes and drains?

1119

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