Which of the following reasons is not responsible for setting up stresses in a wall?

L is the length measured between _____ of piers.

There are ______ reference lines in a nomogram.

Reduction factor (ρ) for walls partially restrained at the top and bottom is ______

The design of calculated walls is determined using the method called as ____

Which of the following is not a type of mortar mix?

It is advisable to use nomograms for determining the design of buildings up to ______ storeys only.

In which of the following types of load-bearing walls, the facing is attached to the backing but not bonded?