In a beam,stirrups are placed closely at ends than at centre due to shear.similarly where would ties be closer to each other-at center or at ends in a column and slab.
does a b.tech civil engineer fresher supposed to know how to design rcc structure?
Suppose a new brick wall is being constructed,and the courses and not aligned horizontally,what negetives can it cause?
How many hours should traffic be not allowed after completing wbm road or bst.and min how many hours should road rollers be used.
Can someone please be curing period of the following according to IS codes Column beam slab brick masonry raft found. and also tell how many hours/day
1)Why we can use half brick in 4inch wall and 2)why not in 9+inch brick wall
what is the maximum number of course that can be laid according to IS code and the max height.
what is meant by shear center?????
what is the coefficient for running feet to cft coversion both area and price
for a column of size 400*230mm column reinforcement= 8-20x(cant write the symbol,i hope u guys undersstand,something like (fi) column stirups=8x@(4l) 230c/c 1)what does these mean 2)how to calculate quantity of steel for this column(ceiling height 11 ft)
How to use of me trial wall plaster 6mm , 10mm par sqm. use in sand and cement ?
qty. of cement & sand required (100sq.mtr) for fixing of floor and wall tiles also fixing of marble stone on the floor
how to calculate cost of raw materials of a building for 1000 sqft & also consolidated cost of labour in a 1000 sqft building
Slump Values for works?
why do we provide haunches in rcc box or underpasses?