Recent content by Pankaj rai

? You had mark should be minimum 300mm and Ld should be calculated from the edge of change of thicknesses of elements. In above case Ld will be measured from ground till bend end and it should be as per above formula advised by aisha.

In this sheet bar shown in dark black colour are bottom bars and restaurants all are top bars.

You area absolutely right as per code. but problems comes when aggregate size is 45mm+5mm = 50mm and we have to provide cover block in place of spacer bars. When aggregate size is 25mm and at that time spacing required is 30 mm, in that situation we have to put 32 or 38 mm bar. and it is not...

Dear friend this s an Excel sheet which i am working on for slab design. The text in red are required to change as per requirement. there is no password in the sheet so think twine before changing ant thing. This design sheet is validated from various companies like TCE, PL Engineering, COTEBA...

Blue print is also known as amino print. As printing to those drawing with help of ammonium so no termite or rats cuts the drawing. The drawing are make to the scale and scale bar is also marked on it. As the paper sharing due to time the actual drawing shrinks and we can not measure the...

Till now I have not come across any other reason

This type of bar are call as hunch bars. It is use where depth of section gradually increase. It helps in shear force, while designing the structure of u are taking the advantage of hunch you have to provide minimum requirements to full fill the minimum requirements as per code so extra...

Spacer bars are provided to keep main bars in position and place for concrete between bars. The standards practise is that spacer bar should be of max Dia of bar for which spacer bars are providing.