In two way slab where should we stop the work at end of the day?

Answer Posted / ajay kulkarni

it should be a little ahead towerds center form point of
contraflexure to allow for bonding roughfly @ L/3 from
either ends for two way slab.

Is This Answer Correct ?    11 Yes 0 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

calculate the quantity of water for 1:6 cement mortar

1649


What are the different types of foundation?

730


Which ratio use for cement selery???

1393


all technical question

1690


Who designed the city of washington dc?

682






Define the various stages of the project planning process in construction.

661


How to do bbs in excel format

1594


how to estimate costing from quantity givin in BOQ and according to this how we fill tender and final rate for perticular work.....?

1612


what is tension column?

1560


cement, sand, aggregate,reinforcement & concrete consumption per square feet in multi storeyed building

1987


How to arrive dry volume of concrete (1.52 to 1.57) ?

1907


Dear Frds, How can i calculate the Steel for RCC Slab, Please provide one Example also, so that i can understand very well. Ex: Area: 1320.0 Sft.(44' X 30') Span: 15'(Default). Column Size: 9"X15"(6 No.s 12mm Rods) Please Provide Calculation Details. Thankyou. Satish

2101


Specific gravity of cement?

1210


What are the standard plastic limit/liquid limit/plasticityindex for differrent type of soils?

1978


the volume of cement req for 70cum of brickwork in 1:6 cement mortar is approx is equal to 3cum 5cum 7cum 1ocum

1631