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what is the max. dia of steel can be used in open footings?

2 Answers   TCS,

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DEAR ALL I HAVE AN OPURTUNITY IN WORK IN AFGANISTAN? MY QUESTION IS WHAT IS THEPRESENT SAFETY POSITION IN AFGAN? HOW IS THE COMMUNICATION AND BANKING FACILITIES IN AFGAN? HOW IS THE CLIMATE ABOUT AFGAN? ANYBODY KNOW ABOUT THE ABOVE DETAIL PLS TO SENT THE ANSWER. IF YOU ARE INTRESTED TO SENT THE ANSWER PERSONALLY PLS TO CONTACT MY MAIL ALSO. @ santhoshselvamani@gmail.com

2 Answers  

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In Abutment walls (A1 side) why we are adopting fixed bearing (POT-PTFE)?

1 Answers  

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what is modular brick and it size

1 Answers  

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I have to design brick column and footing (note: without any reinforcement). Can somebody post me the design or suggest a book where i could possibly find the design? Plz help very urgent

1 Answers  

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1.(a.) how do you calculate the volume of mortar for 1 piece of block 450mm x 225mm x 225mm. (b.) calculate for 1sqm

1 Answers  

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How to get cinema chance?

78 Answers  

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what is polity

1 Answers  

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what is difference between tor steel & TMT STEEL?

5 Answers  

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foundation details for 25 ton weight Furnace on 2 supports and 2 tilters

1 Answers  

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how to calculate the steel for 450 sft slab, please tell me the solution method

1 Answers  

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IN CIVIL ENGINEERING DESIGN WHY WE ARE USING LIMIT STATE METHOD IS BEST? I THINK WORKING STRESS METHOD IS BEST? EX; FOR COLOUMN DESIGN IN LIMIT STATE METHOD AST IS;1913SQ.MM SAME TIME WORKING STRESS METHOD IS ;2213. SO I THINK WORKING STRESS METHOD IS VERY STRONG COMPARE THEN LIMIT STATE METHOD? MY OPENING IS CORRECT OR NOT? PLS TO EXPLAIN SIRS

12 Answers  

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