column is designed for lateral load it is said to be unbraced column, if not braced column
Depends on the dimensions of the beam. length * width * height
1.50 meter from the support is the max. safe length cantilever beam
The steel reinforcement used will depend on several factors. Column length, beam length, and the column and beam cross section all depend on how much steel will be needed.
A simple way is to use the specification of the beam, most beams will have a specification saying how much it ways per meter or per foot. Calculation. weight = Area*Length*density *Note that when calculating the weight of a beam for structures a safety factor which will be defined in you country design code
the efffective length of a beam is the length along the beam at which the beam will fail when a load is acting upon it. This effective length is usually near the centre of the beam as that is where the stresses are the greatest. For example a fat chick jumping up and down on the beam would reduce the effective length dramatically as the loads are semi-constant but ginormous.
column is designed for lateral load it is said to be unbraced column, if not braced column
Deflection of beam depends upon load and length of beam. Larger the beam, larger will be it's selfweight
The length is "stem to stern" or "bow to transom", and the width is "beam to beam".
1.50 meter from the support is the max. safe length cantilever beam
Usually this indicates an error or a misunderstanding. A single beam cannot be of uniform length.
Depends on the dimensions of the beam. length * width * height
A beam that has the same porperties along its entire length.
the length of a peice of string
Beam
V=Area*Length
16 feet