Inst= 4kn/m2
bars=20mm dia, stirrup= 8mm dia
wall thkns= 115, columns= 300 x 300 mm
perms shear stress= 0.48 n/mm2
M25
Fe500
Wl/2
wl2/8
Theory of structures notes
Theory of structures notes
Theory of structures notes
Theory of structures notes

Theory of structures notes