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20 Cards in this Set

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it may be defined as a structural member, resting on supports usually as it ends , which support transverse loads

Reinforced concrete beams

A TERM APPLIED TO A BEAM THAT SUPPORTS ONE CONCENTRATED LOADS

GIRDER

CLASSIFICATION OF BEAMS

SIMPLE BEAM


CANTILEVER BEAM


CONTINUOUS BEAM







HAVING A SINGLE SPAN WITH A SUPPORT AT EACH END, THERE BEING NO RESTRAINT AT THE SUPPORTS

SIMPLE BEAM

IT IS SUPPORTED TO ONE END ONLY, OR MAYBE PORTION OF BEAMS PROJECTING BEYOND ONE OF ITS SUPPORTS

CANTILEVER BEAM

RESTING ON ONE MORE THAN TWO SUPPORTS

CONTINUOUS BEAMS

A SIMPLE AND COMMONLY USED BEAM IN CONSTRUCTION DUE TO ITS EASE OF FABRICATION AND ABILITY TO SUPPORT BOTH BENDING COMPRESSION LOADS

RECTANGULAR BEAM

WHEN A REINFORCED CONCRETE FLOOR SLAB AND ITS SUPPORTING BEAM ARE BUILT AT THE SAME TIME AND THOROUGHLY TIED TOGETHER

T BEAM

BEAMS WITH REINFORCEMENT IN THE COMPRESSION AS WELL AS THE TENSION SIDE OF THE BEAM

BEAM WITH COMPRESSION REINFORCEMENT

USED FOR LONG SPANS, IN ORDER TO REDUCE DEAD LOADS, IT IS HOLLOWED IN THE CENTER OF THE SECTION

HOLLOW BOX GIRDERS

SHORT BEAM EXTENSION FROM COLUMNS USED TO SUPPORT RAFTER AND TRUSSES

BEAM BRACKET OR CORBELS

TYPES OF REINFORCED CONCRETE FLOOR SYSTEM

SUSPENDED SLAB


ONE WAY SLAB


ONE WAY JOIST OR RIBBED SLAB


TWO WAY SLAB


TWO WAY WAFFLE SLAB


ONE WAY FLAT PLATE


TWO WAY FLAT SLABS

IS GROUND BEARING IF IT IS CONSTRUCTED DIRECTLY ON THE FOUNDATION

SLAB

SOANS BETWEEN THE SUPPORTS AND IS DESIGNED TO RESIST BENDING MOMENTS

SUSPENDED SLAB

MOST COMMONLY USED TYPE OR REINFORCE CONCRETE CONSTRUCTION CONSIST OF A SOLID SLAB SUPPORTED TWO PARALLEL BEAMS

ONE WAY SLAB

FOR MEDIUM SPAN LENGTHS WITH LIGHT LIVE LOADS

ONE WAY JOIST OR RIBBED SLAB

HAVING BEAMS OR WALLS ON FOUR SIDES GENERALLY ECONOMICAL USE TWO SETS OF REINFORCING BARS PLACED AT RIGHT ANGLES TO EACH OTHER

TWO WAY SLAB

A TWO WAY CONCRETE SLAB REINFORCED BY RIBS IN TWO DIRECTIONS

TWO WAY WAFFLE SLAB

A CONCRETE SLAB OF UNIFORM THICKNESS REINFORCED IN TWO OR MORE DIRECTIONS AND SUPPORTED DIRECTLY BY COLUMNS WITHOUT BEAMS AND GIRDERS

ONE WAY FLAT PLATE

THICKENED IN COLUMN SUPPORTS TO INCREASE ITS SHEAR STRENGTH AND MOMENT RESISTING CAPACITY

TWO WAY FLAT SLABS