to take care of tension developed in concrete
why steel reinforcement is required in concrete
when two footing areas overlap
when combined footing is required
cantilever type retaining walls
counterfort type retaining walls
what are the types of retaining walls
water tanks below ground
water tanks resting on ground
water tanks above ground
what are the types of water tanks
continuous one way slab, fixed beam, columns subjected to axial force and uni directional moment
what are the components of a portal frame
Fe415 and Fe500
Which grades of steel is used for reinforcement
slab type rectangular combined footing
beam slab rectangular type combined footing
slab type trapezoidal combined footing
beam slab type trapezoidal combined footing
what are the types of combined footings
stem, heel and foot
what are the components of cantilever type retaining walls
walls are subjected to hoop tension
what is the structural behavior of flexible base water tank wall
using moment and shear co coefficients from table 12 and 13 from IS456
how do you design continuous slab
reinforcement is only in one layer to take care of tension
what is singly reinforced beam
be dividing the total load by SBC of soil
how to find areas of combined footing
rectangular type and tapering type
what are the common cross sections of stem
walls act as vertical cantilevers
what is the structural behavior of fixed based circular water tank
central section T beam and supports rectangular
what sections are designed in beams
reinforcement is two layers to take care of tension and compression in concrete
what is doubly reinforced beam
from bending moment consideration and puching shear consideration
how do you find thickness of footing
acts as a vertical cantilever
what is the structural behavior of stem
vertical cantilever in vertical direction
horizontal beam in horizontal direction
what is the structural behavior of walls of rectangular water