3.1DESIGNOFONEWAYSLABSANDSTAIRCASESBYL.S.M
CLASSIFICATION OF SLABS – EFFECTIVE SPANS –LOADS ( D LAND )
ON FLOOR / ROOFS LAB SAND STAIRS ( IS : 875-1987 ) – STRENGTH
AND STIFFNESS REQUIREMENTS – MINIMUM AND MAXIMUM
PERMITTED SIZE , SPACING AND AREA OF MAIN AND SECOND ARE
REINFORCEMENTS AS PER IS456- 2000 – COVER REQUIREMENT TO
REINFORCEMENTS IN SLABS – DESIGN OF CANTILEVER / SIMPLY
SUPPORTED ONE WAY SLABS AND SUNSHADES BY LIMIT STATE
METHOD – DESIGN OF CONTINUOUS SLABS USING B.M COEFFICIENTS
– CHECK FOR SHEAR AND STIFFNESS – CURTAILMENT OF TENSION
REINFORCEMENT – ANCHORING OF REINFORCEMENT – PRACTICE IN
DESIGNING SLABS USING DESIGN AIDS (NOT FOR EXAMINATION )
4.1 DESIGN OF COLUMNS BY L.S.M
LIMIT STATE OF COLLAPSE IN COMPRESSION – ASSUMPTIONS –
LIMITING STRENGTH OF SHORT AXIALLY LOADED COMPRESSION
MEMBERS – EFFECTIVE LENGTH OF COMPRESSION MEMBERS –
SLENDERNESS LIMITS FOR COLUMNS – CLASSIFICATION OF COLUMNS
– MINIMUM ECCENTRICITY FOR COLUMN LOADS – LONGITUDINAL AND
TRANSVERSE REINFORCEMENT REQUIREMENTS AS PER IS456 –
2000 – COVER REQUIREMENT – DESIGN OF AXIALLY LOADED SHORT
COLUMNS WITH LATERAL TIES / HELICAL REINFORCEMENT –
PRACTICE ON USE OF DESIGN AIDS (NOT FOR EXAMINATION).