Construction details. CYPE. EAM: Composite floor slabs

Construction details

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Construction Details: steel, concrete and composite

EAM: Composite floor slabs

Support at span end over steel beam. One-way floor slab. Parallel joists.

Support at span end over steel beam. One-way floor slab. Pretensioned joists.

Support at span end over steel beam. One-way floor slab. Lattice joists.

Support at span end over steel beam. One-way floor slab. Ribs cast-in-place.

Support at span end over steel beam. Waffle slab. Lost filler blocks.

Support at span end over steel beam. Waffle slab. Removable form.

Support at span end over steel beam. Flat slab.

Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Pretensioned joists.

Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Lattice joists.

Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Ribs cast-in-place.

Support at span end by a depressed steel beam embedded in the floor slab. Waffle slab. Lost filler blocks.

Support at span end by a depressed steel beam embedded in the floor slab. Waffle slab. Removable form.

Support at span end by a depressed steel beam embedded in the floor slab. Flat slab.

Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Pretensioned joists.

Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Lattice joists.

Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Ribs cast-in-place.

Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Lost filler blocks.

Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Removable form.

Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. Flat slab.

Support between spans over steel beam. One-way floor slab. Parallel joists.

Supported between spans by a steel beam. One-way floor slab. Pretensioned joists.

Supported between spans by a steel beam. One-way floor slab. Lattice joists.

Supported between spans by a steel beam. One-way floor slab. Ribs cast-in-place.

Supported between spans by a steel beam. Waffle slab. Lost filler blocks.

Supported between spans by a steel beam. Waffle slab. Removable form.

Supported between spans by a steel beam. Flat slab.

Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Pretensioned joists.

Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Lattice joists.

Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Ribs cast-in-place.

Supported between spans by a depressed steel beam embedded in the floor slab. Waffle slab. Lost filler blocks.

Supported between spans by a depressed steel beam embedded in the floor slab. Waffle slab. Removable form.

Supported between spans by a depressed steel beam embedded in the floor slab. Flat slab.

Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Pretensioned joists.

Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Lattice joists.

Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Ribs cast-in-place.

Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Lost filler blocks.

Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Removable form.

Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. Flat slab.

Central drop panel assembly with steel column. Waffle slab.

Central drop panel assembly with steel column. Flat slab.

Adjacent drop panel assembly with steel column. Waffle slab.

Adjacent drop panel assembly with steel column. Flat slab.

Corner drop panel assembly with steel column. Waffle slab.

Corner drop panel assembly with steel column. Flat slab.

Intermediate interface of steel column with drop panel. Plate with stiffeners.

Intermediate interface of steel column with drop panel. Plate without stiffeners.

Interface of concrete column partially outside of floor slab perimeter with an inset steel profile.

Joint of a steel column and a concrete column below.

Simple support at span end. Steel beam on concrete column without continuity.

Simple support at end of beam span or concrete plate on steel column.

Support of continuous steel beam on concrete column.

Support of beam or continuous concrete plate on steel column.

Connection at end of span of steel beam with continuous concrete column.

Connection at span end of concrete beam with steel column above and below.

Connection at span end of steel beam with steel column above and concrete column below.

Connection at span end of beam or concrete plate on concrete column below and steel column above.

Connection at span end of beam or concrete plate on steel column below and concrete column above.

Connection of discontinuous steel beams on continuous concrete column.

Connection of fixed steel beam on concrete column below and steel column above.

Connection of continuous concrete beams over discontinuous steel columns.

Connection of continuous flat concrete beam over continuous steel column.

Connection of a concrete beam or continuous slab on a concrete column below and steel column above.

Connection of steel beam with concrete beam or plate over continuous concrete column.

Connection of steel beam with concrete beam on concrete column below and steel column above.

Connection of a concrete beam or continuous slab on a steel column below and concrete column above.

Connection of elastically fixed steel beams on steel column below and concrete column above.

Connection of simply supported steel beam with concrete beam or plate on steel column below and concrete column above.

Arrangement of steel collars at the head of columns with weak loads.

Arrangement of steel collars at the head of columns with heavy loads.