Plz tell how to find out stell bend correction for all angle of bend and in where it is? Plz answer
1 34151)What's are the diff. types of column based on loading? 2)Is there any difference bitween Development length & Anchorage Length? 3) What is the basic diff. between one way & two way slab? 4) Where should use OPC & where should PPC?
TPSC,
3 17167Iwant to calculate the production of 1 labour for concrete casting which includes shuttering,scaffolding,steel fixing,concreting, deshuttering and curing in 8hours.But i am not able to determine it approximately would you pls.??
2225In colomn reinforcement when dia of bar is going to change, than what should be the lap length of bars weather it should be of heigher dia bar lap length or it should the accordance with new dia bar. the grade of concrete is same.
11 24020What is the cost of Brickwall ( 4")(1:4) thick wall total Area 245 sqft with plaster(1:6). With all materials including.
5 7321Normally in slabs, steel quantity is not added when you calculating concrete quantity for that slab, why it is not added ?
2 5578Post New Civil Engineering Questions
How will you reduce the concrete flow after mixing the concrete
how can we calculate steel value, depending on load
WET BULB TEMPERATURE AND DRY BULB TEMPERATURE?
What is OSHA compliance?
quantity of material needed for rubble stone masonry for 1:4 and 1:6
How to calculate carrying capacity of the existing water supply trunkmain
in staad ,why we realease a moment of a member ? what is affect if we realease a moment
can u plz send me ntpc placement papers(civil engineering) at mohit_verma21@yahoo.com
WHAT IS THE MAIN DIFFERENCE B/W HIGHWAYS AND MOTERWAYS?
how to calculate rate analysys of 1:6 plastering 10 sq m
How to find permissible diagonal tensile stress in reinforced brick work
does a b.tech civil engineer fresher supposed to know how to design rcc structure?
I am practising engineer. I am searching for tutorial of RCC T Girder design Example in staad pro.Do anybody has this?please help
What are moment of inertia and its importance in civil engineering?
For sloping slabs or sloping beams why the tension steel from either side of ridge is taken into compression zone of other side?