1.DIFFERENCE BETWEEN NOMINAL MIX AND DESIGN MIX? 2.WHAT IS MEANT BY STRUCTURAL DESIGN? 3.IN STAAD WHY WE RELEASE MOMENT TO A MEMBER? 4.ON WHAT BASIS PARTIAL FACTOR OF SAFETY ARE DECIDE?FROM THE LOAD COMBINATION? 5.WHY WE PROVIDE EXTRA BAR & DEVELOPEMENT LENGTH AT TOP? 6.FULL FORM OF SPT & SMB? 7.WHAT IS MEANT BY ITP IN A CONSTRUCTION PROJECT? 8.WHAT IS LEAST COUNT OF THEODOLITE SURVEY? 9.WHAT ARE THE CAUSES OF FAILURE OF FOUNDATIONS AND REMEDIAL MEASURES? 10.WHAT ARE THE VALUES OF COMPRESSIVE STRENGTH? 11.STEEL CALCULATION FOR FOOTING,BEAM & SLAB? 12.WHAT IS MEANT BY GANTRY GIRDER? 13.IN SITE HOW WE CAN IDENTIFY THE ONE WAY, TWO WAY SLAB? 14.DIFFERENCE BETWEEN ANCHORAGE LENGTH & DEVELOPEMENT LENGTH? 15.BEARING CAPACITY OF STEEL SHUTTERING?LOAD CARRYING FOR SHUTTERING?3 9576
A floor has to be removed partially with block work tying floors together, can block work continue on floor that has to removed excluding demolishing works tying floor from underside of slab and top of slab demolishing floor upon completion?1 1758
please send me bhel questions on firstname.lastname@example.org
1. if only 1 slab of a floor get sagged, how could be it repaired? 2. if any footing gives the cube result, after 28 days less than 16 n/mm2 in spite of 20 n/mm2 what are the remedies ?3 4713
Can anybody help me by attaching files , formats for quality checks of common building materials like cement , concrete , bricks , sand and aggregates? Regards,45 11498
What is the ratio of cement ,sand, and aggregate to be used in M20 grade of concrete when excavating 200 x 200 x 200 mm of sand from soil4 5934
What is the quantity of cement, sand, and gravel to be used in M20 grade of concrete for 1000 x 1000 x 1000 mm of sand (for cement please mention in kilos, and for sand and gravel please mention it in CFT)7 15379
cavitations is caused by2 2327
human blood is newtonian or non- newtonian fluids3 3659
the capacity of a storage resevoir can be decided by using2 2458
RCC colums of 15"X9" each, roof height 10.5'ft, total pillars 12 nons. Span between pillar to pillar is 14/20/20 length wise and 17/14 width wise. Total Slab area 2400 sft and plinth area is 1900 sft. beams are 12"X12". kindly calculate load factor per sqft.2 15407
i want to ecil (Electronics Corporation of India Limited Hyderabad) previous civil engineering question papers immediately please.............
how to find the percentage for minimum reinforcements as per IS:456 for beam , column, slabs.??1 4181
Write short note on construction programme for pile foundation.
How will drive weight formula for circular cylinder steel bar in kg/ m please step by step drive?
what is the construction cost for per cft of multistorryed building in kolkata?
What is the difference between EPC,DBOOT and BOOT.
What are the standard plastic limit/liquid limit/plasticityindex for differrent type of soils?
how water proof chemicals act in concrete to avoid leek?
When column of building is abutting the boundary line,then suitable footing advised is
Any strength is a stress but any stress is not strength
I need to constructive work in amaraj batteries
If we don't have drawing for Excavation of building,At what rule we will go for excavation and how much depth will go for a villa?
HOE TO YOU PLAN TO ACCHIEVE THE GOALS?
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.
Floor to floor high of domestic building is 3m design a quarter turn staircase starting assume taken give a suitable diagram of it?
pls send me interview question paper with answer of EIL/AAI/UPSC/RPSC because i am doing prepration of compitation exam of UPSC for the Asst. Executive Engineer
How foundation is designed, Column design and beam design