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Steel, concrete and composite construction details

EAM: Composite floor slabs.

  • EAM010 Intermediate interface of steel column with drop panel. Plate with stiffeners.
  • EAM011 Intermediate interface of steel column with drop panel. Plate without stiffeners.
  • EAM012 Interface of concrete column partially outside of floor slab perimeter with an inset steel profile.
  • EAM013 Joint of a steel column and a concrete column below.
  • EAM014 Simple support at span end. Steel beam on concrete column without continuity.
  • EAM015 Simple support at end of beam span or concrete plate on steel column.
  • EAM016 Support of continuous steel beam on concrete column.
  • EAM017 Support of beam or continuous concrete plate on steel column.
  • EAM018 Connection at end of span of steel beam with continuous concrete column.
  • EAM019 Connection at span end of concrete beam with steel column above and below.
  • EAM020 Connection at span end of steel beam with steel column above and concrete column below.
  • EAM021 Connection at span end of beam or concrete plate on concrete column below and steel column above.
  • EAM022 Connection at span end of beam or concrete plate on steel column below and concrete column above.
  • EAM023 Connection of discontinuous steel beams on continuous concrete column.
  • EAM024 Connection of fixed steel beam on concrete column below and steel column above.
  • EAM025 Connection of continuous concrete beams over discontinuous steel columns.
  • EAM026 Connection of continuous flat concrete beam over continuous steel column.
  • EAM027 Connection of a concrete beam or continuous slab on a concrete column below and steel column above.
  • EAM028 Connection of steel beam with concrete beam or plate over continuous concrete column.
  • EAM029 Connection of steel beam with concrete beam on concrete column below and steel column above.
  • EAM030 Connection of a concrete beam or continuous slab on a steel column below and concrete column above.
  • EAM031 Connection of elastically fixed steel beams on steel column below and concrete column above.
  • EAM032 Connection of simply supported steel beam with concrete beam or plate on steel column below and concrete column above.
  • EAM101 Support at span end over steel beam. One-way floor slab. Parallel joists.
  • EAM104 Support between spans over steel beam. One-way floor slab. Parallel joists.
  • EAM201 Support at span end over steel beam. One-way floor slab. Pretensioned joists.
  • EAM202 Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Pretensioned joists.
  • EAM203 Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Pretensioned joists.
  • EAM204 Supported between spans by a steel beam. One-way floor slab. Pretensioned joists.
  • EAM205 Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Pretensioned joists.
  • EAM206 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Pretensioned joists.
  • EAM301 Support at span end over steel beam. One-way floor slab. Lattice joists.
  • EAM302 Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Lattice joists.
  • EAM303 Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Lattice joists.
  • EAM304 Supported between spans by a steel beam. One-way floor slab. Lattice joists.
  • EAM305 Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Lattice joists.
  • EAM306 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Lattice joists.
  • EAM401 Support at span end over steel beam. One-way floor slab. Ribs cast-in-place.
  • EAM402 Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Ribs cast-in-place.
  • EAM403 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.
  • EAM404 Supported between spans by a steel beam. One-way floor slab. Ribs cast-in-place.
  • EAM405 Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Ribs cast-in-place.
  • EAM406 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Ribs cast-in-place.
  • EAM501 Support at span end over steel beam. Waffle slab. Lost filler blocks.
  • EAM502 Support at span end by a depressed steel beam embedded in the floor slab. Waffle slab. Lost filler blocks.
  • EAM503 Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Lost filler blocks.
  • EAM504 Supported between spans by a steel beam. Waffle slab. Lost filler blocks.
  • EAM505 Supported between spans by a depressed steel beam embedded in the floor slab. Waffle slab. Lost filler blocks.
  • EAM506 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Lost filler blocks.
  • EAM507 Central drop panel assembly with steel column. Waffle slab.
  • EAM508 Adjacent drop panel assembly with steel column. Waffle slab.
  • EAM509 Corner drop panel assembly with steel column. Waffle slab.
  • EAM601 Support at span end over steel beam. Waffle slab. Removable form.
  • EAM602 Support at span end by a depressed steel beam embedded in the floor slab. Waffle slab. Removable form.
  • EAM603 Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Removable form.
  • EAM604 Supported between spans by a steel beam. Waffle slab. Removable form.
  • EAM605 Supported between spans by a depressed steel beam embedded in the floor slab. Waffle slab. Removable form.
  • EAM606 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. Waffle slab. Removable form.
  • EAM701 Support at span end over steel beam. Flat slab.
  • EAM702 Support at span end by a depressed steel beam embedded in the floor slab. Flat slab.
  • EAM703 Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. Flat slab.
  • EAM704 Supported between spans by a steel beam. Flat slab.
  • EAM705 Supported between spans by a depressed steel beam embedded in the floor slab. Flat slab.
  • EAM706 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. Flat slab.
  • EAM707 Central drop panel assembly with steel column. Flat slab.
  • EAM708 Adjacent drop panel assembly with steel column. Flat slab.
  • EAM709 Corner drop panel assembly with steel column. Flat slab.
  • EAM833 Arrangement of steel collars at the head of columns with weak loads.
  • EAM933 Arrangement of steel collars at the head of columns with heavy loads.

EAG: EAG: Steel structure.

  • EAG001 Weld alternatives.
  • EAG002 Anchor bolts.
  • EAG003 Support at span end over steel beam. One-way floor slab. Steel beams.
  • EAG004 Support at span end by a depressed steel beam embedded in the floor slab. One-way floor slab. Steel beams.
  • EAG005 Support at the span end by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Steel beams.
  • EAG006 Supported between spans by a steel beam. One-way floor slab. Parallel joists.
  • EAG007 Supported between spans by a depressed steel beam embedded in the floor slab. One-way floor slab. Steel beams.
  • EAG008 Supported between spans by a steel beam, of lesser depth, embedded in the floor slab. One-way floor slab. Steel beams.
  • EAG009 Typical connections for semi-rigid steel frames.
  • EAG010 Splice of steel beams.
  • EAG011 Splice of steel columns.
  • EAG012 Semi-Rigid connection in edge beam with column (W-shape) at last floor.
  • EAG013 Simple connection in beam line with column (W-shape) at last floor.
  • EAG014 Semi-Rigid beam-column connection in column line (W-shape) at last floor.
  • EAG015 Simple beam-column connection in column line (W-shape) at last floor.
  • EAG016 Semi-Rigid connection in edge beam with column (W-shape).
  • EAG017 Simple beam-column (W-shapes) connection in edge frame.
  • EAG018 Semi-Rigid beam-column (W-shapes) connection in column line.
  • EAG019 Simple beam-column (W-shapes) connection in column line.
  • EAG020 Steel beam connection of different depths.
  • EAG021 Connection between beams of same depth.
  • EAG022 Continuity connection between beams of different depth.
  • EAG023 Continuity connection between beams of same depth.
  • EAG812 Semi-Rigid connection in edge beam with column at last floor (2 channels tied together).
  • EAG813 Simple shear beam connection to column at span end at last floor (2 channels tied together).
  • EAG814 Semi-Rigid beam-column connection in column line at last floor (2 channels tied together).
  • EAG815 Simple connection in beam line with column at last floor (2 channels tied together).
  • EAG816 Semi-Rigid beam-column connection at span end (2 channels tied together).
  • EAG817 Simple beam-column (2 channels tied together) connection in edge frame.
  • EAG818 Semi-Rigid beam-column (2 channels tied together) connection in column line.
  • EAG819 Simple beam-column (2 channels tied together) connection in column line.
  • EAG912 Semi-Rigid connection in edge beam with column at last floor (2 closed channels).
  • EAG913 Simple shear beam connection to column at span end at last floor (2 closed channels).
  • EAG914 Semi-Rigid beam-column connection in column line (2 closed channels) at last floor.
  • EAG915 Simple beam-column connection in column line (2 closed channels) at last floor.
  • EAG916 Semi-Rigid beam-column connection at span end (2 closed channels).
  • EAG917 Simple shear beam connection to column at span end (2 closed channels).
  • EAG918 Semi-Rigid beam-column (2 closed channels) connection in column line.
  • EAG919 Simple beam-column (2 closed channels) connection in column line.

EAC: Steel structure. Connections to foundations

  • EAC001 Anchorage system for slabs with conventional support.
  • EAC002 Anchorage system for elements requiring precision assembly.
  • EAC003 Column base (W-shape) at foundations. Rigid connection.
  • EAC004 Column base (2 channels tied together) at foundations. Rigid connection.
  • EAC005 Column base (2 closed channels) at foundations. Rigid connection.
  • EAC006 Column base (circular) at foundations. Rigid connection.
  • EAC007 Base of steel column over concrete pier.
  • EAC803 Column base (W-shape) at foundations. Semi-Rigid connection.
  • EAC804 Column base (2 channels tied together) at foundations. Semi-Rigid connection.
  • EAC805 Column base (2 closed channels) at foundations. Semi-Rigid connection.
  • EAC806 Column base (circular) at foundations. Semi-Rigid connection.
  • EAC903 Column base (W-shape) at foundations. Simple connection.
  • EAC904 Column base (2 channels tied together) at foundations. Simple connection.
  • EAC905 Column base (2 closed channels) at foundations. Simple connection.
  • EAC906 Column base (circular) at foundations. Simple connection.

CSL: Mat foundations.

  • CSL001 Perimeter edge beam.
  • CSL002-A Edge column on perimeter edge beam. With special protection.
  • CSL002-B Edge column on perimeter edge beam. With lateral formwork.
  • CSL002-C Edge column on perimeter edge beam. Cast against the earth.
  • CSL003-A Edge column with punching shear reinforcement. Bars at 45º. With special protection.
  • CSL003-B Edge column with punching shear reinforcement. Bars at 45º. With lateral formwork.
  • CSL003-C Edge column with punching shear reinforcement. Bars at 45º. Cast against the earth.
  • CSL004 Center column.
  • CSL005 Center column with punching shear reinforcement. Bars at 45º.
  • CSL006 Change of bottom thickness.
  • CSL007 Change of top thickness.
  • CSL008 Change in elevation greater than slab depth.
  • CSL009 Change in elevation smaller than slab depth.
  • CSL010 Elevator pit.
  • CSL011-A Edge column with punching shear reinforcement. Crosspieces with stirrups. With special protection.
  • CSL011-B Edge column with punching shear reinforcement. Crosspieces with stirrups. With lateral formwork.
  • CSL011-C Edge column with punching shear reinforcement. Crosspieces with stirrups. Cast against the earth.
  • CSL012 Center column with punching shear reinforcement. Crosspieces with stirrups.
  • CSL013 Transition between meshes of different orientation.
  • CSL098 Table of properties. Foundation Mats. (Table Type I).
  • CSL099 Table of properties. Foundation Mats. (Table Type II).

CSZ: Pad foundations.

  • CSZ001 Spread footing.
  • CSZ002 Combined footing for two columns.
  • CSZ003 Change in foundation elevations =< 1 m.
  • CSZ004 Footing over shaft foundation.
  • CSZ005 Elevator pit.
  • CSZ006 Start of column at elevator pit.
  • CSZ007 Meeting of footings at different elevations.
  • CSZ008 Sanitary floor slab supported on a bearing wall.
  • CSZ009 Sanitary floor slab supported on a concrete wall.
  • CSZ010 Footing at expansion joint.
  • CSZ011 Tie beam between footings.
  • CSZ012 Footing with pier.
  • CSZ013-A Intermediate and corner footing, with strap footings. With special protection.
  • CSZ013-B Intermediate and corner footing, with strap footings. With lateral formwork.
  • CSZ013-C Intermediate and corner footing, with strap footings. Cast against the earth.
  • CSZ014 Spread footing with incoporated slab on grade.
  • CSZ015 Grade beam with incorporated slab on grade.
  • CSZ098 Table of properties. Foundations. (Table Type I).
  • CSZ099 Table of properties. Foundations. (Table Type II).

CCM: Retaining Walls.

  • CCM001 Top of wall interface with ramp.
  • CCM003 Top of wall interface with beam.
  • CCM005 Intermediate wall interface with flat beam over recess.
  • CCM007 Intermediate interface of wall erected in two phases with beam.
  • CCM008 Elevator pit at the edge of wall with mat foundation.
  • CCM009 Elevator pit at perimeter wall interrupting its strip footing.
  • CCM010-A Column embedded in wall of equal thickness. With special protection.
  • CCM010-B Column embedded in wall of equal thickness. With lateral formwork.
  • CCM010-C Column embedded in wall of equal thickness. Cast against the earth.
  • CCM011 Projecting column in wall.
  • CCM012 Base of column on spread footing not centered on wall.
  • CCM013 Base of wall on mat foundation.
  • CCM014 Base of wall not centered on strip footing with grade beam.
  • CCM015 Base of wall not centered on strip footing with structural slab on grade.
  • CCM016 Base of wall centered on strip footing.
  • CCM017 Base of wall centered on strip footing with structural slab on grade.
  • CCM018 Base of wall not centered on strip footing.
  • CCM019 Detail of horizontal reinforcement in corners.
  • CCM020 Construction joint. Vertical in wall.
  • CCM021 Expansion joint. Vertical in wall.
  • CCM102 Top of wall interface with one-way slab. Parallel joists.
  • CCM104 Intermediate wall interface with one-way slab over recess. Parallel joists.
  • CCM106 Intermediate interface of wall erected in two phases, with one-way slab. Parallel joists.
  • CCM202 Top of wall interface with one-way slab. Pretensioned joists.
  • CCM204 Intermediate wall interface with one-way slab over recess. Pretensioned joists.
  • CCM206 Intermediate interface of wall erected in two phases, with one-way slab. Pretensioned joists.
  • CCM302 Top of wall interface with one-way slab. Lattice joists.
  • CCM304 Intermediate wall interface with one-way slab over recess. Lattice joists.
  • CCM306 Intermediate interface of wall erected in two phases, with one-way slab. Lattice joists.
  • CCM402 Top of wall interface with one-way slab. Ribs cast-in-place.
  • CCM404 Intermediate wall interface with one-way slab over recess. Ribs cast-in-place.
  • CCM406 Intermediate interface of wall erected in two phases, with one-way slab. Ribs cast-in-place.
  • CCM502 Top of wall interface with two-way slab. Lost filler blocks.
  • CCM504 Intermediate interface in wall of waffle slab over recess. Lost filler blocks.
  • CCM506 Intermediate interface of wall erected in two phases, with two-way slab. Lost filler blocks.
  • CCM602 Top of wall interface with two-way slab. Removable form.
  • CCM604 Intermediate interface in wall of waffle slab over recess. Removable form.
  • CCM606 Intermediate interface of wall erected in two phases, with two-way slab. Removable form.
  • CCM702 Top of wall interface with flat slab.
  • CCM704 Intermediate wall interface with flat slab over recess.
  • CCM706 Intermediate interface of wall erected in two phases, with flat slab.
  • CCM811-A Projecting column completely embedded in wall. With special protection.
  • CCM811-B Projecting column completely embedded in wall. With lateral formwork.
  • CCM811-C Projecting column completely embedded in wall. Cast against the earth.
  • CCM911 Projecting column tangent to wall.

CCP: Shear walls.

  • CCP001-A Base of column on top of wall beam of slurry wall. With special protection.
  • CCP001-B Base of column on top of wall beam of slurry wall. With lateral formwork.
  • CCP001-C Base of column on top of wall beam of slurry wall. Cast against the earth.
  • CCP002 Top of wall beam of slurry wall.
  • CCP003 Interface at top of slurry wall with ramp.
  • CCP005 Interface at top of slurry wall with beam.
  • CCP007 Interface in slurry wall with beam.
  • CCP011 Interface of slurry wall with mat foundation.
  • CCP104 Interface at top of slurry wall with one-way slab. Parallel joists.
  • CCP106 Intermediate interface in slurry wall. One-way floor slab. Parallel joists.
  • CCP204 Interface at top of slurry wall with one-way slab. Pretensioned joists.
  • CCP206 Intermediate interface in slurry wall through continuous angles. One-way floor slab. Pretensioned joists.
  • CCP208 Intermediate interface in slurry wall through dowels. One-way floor slab. Pretensioned joists.
  • CCP209 Intermediate interface in slurry wall through pockets. One-way floor slab. Pretensioned joists.
  • CCP210 Intermediate interface in slurry wall through support on bearing wall. One-way floor slab. Pretensioned joists.
  • CCP304 Interface at top of slurry wall with one-way slab. Lattice joists.
  • CCP306 Intermediate interface in slurry wall through continuous angles. One-way floor slab. Lattice joists.
  • CCP308 Intermediate interface in slurry wall through dowels. One-way floor slab. Lattice joists.
  • CCP309 Intermediate interface in slurry wall through pockets. One-way floor slab. Lattice joists.
  • CCP310 Intermediate interface in slurry wall through support on bearing wall. One-way floor slab. Lattice joists.
  • CCP404 Interface at top of slurry wall with one-way slab. Ribs cast-in-place.
  • CCP406 Intermediate interface in slurry wall through continuous angles. One-way floor slab. Ribs cast-in-place.
  • CCP408 Intermediate interface in slurry wall through dowels. One-way floor slab. Ribs cast-in-place.
  • CCP409 Intermediate interface in slurry wall through pockets. One-way floor slab. Ribs cast-in-place.
  • CCP410 Intermediate interface in slurry wall through support on bearing wall. One-way floor slab. Ribs cast-in-place.
  • CCP504 Interface at top of slurry wall with waffle slab. Lost filler blocks.
  • CCP506 Intermediate interface in slurry wall through continuous angles. Waffle slab. Lost filler blocks.
  • CCP508 Intermediate interface in slurry wall through dowels. Waffle slab. Lost filler blocks.
  • CCP509 Intermediate interface in slurry wall through pockets. Waffle slab. Lost filler blocks.
  • CCP510 Intermediate interface in slurry wall through support on bearing wall. Waffle slab. Lost filler blocks.
  • CCP604 Interface at top of slurry wall with waffle slab. Removable form.
  • CCP606 Intermediate interface in slurry wall through continuous angles. Waffle slab. Removable form.
  • CCP608 Intermediate interface in slurry wall through dowels. Waffle slab. Removable form.
  • CCP609 Intermediate interface in slurry wall through pockets. Waffle slab. Removable form.
  • CCP610 Intermediate interface in slurry wall through support on bearing wall. Waffle slab. Removable form.
  • CCP704 Interface at top of slurry wall with flat slab.
  • CCP706 Intermediate interface in slurry wall through continuous angles. Flat slab.
  • CCP708 Intermediate interface in slurry wall through dowels. Flat slab.
  • CCP709 Intermediate interface in slurry wall through pockets. Flat slab.
  • CCP710 Intermediate interface in slurry wall through support on bearing wall. Flat slab.

EHR: Waffle slabs.

  • EHR011 Reinforcement of interior drop panel with concrete column.
  • EHR012 Reinforcement of edge drop panel with concrete column.
  • EHR013 Reinforcement of corner drop panel with concrete column.
  • EHR020 Vertical bars at the cantilever end to unify deformations.
  • EHR022 Strengthening for punching shear with 45º bars arranged radially.
  • EHR032 Opening not foreseen in the calculation interfering with ribs. Waffle slab.
  • EHR033 Opening interfering with ribs resolved with perimeter beams. Waffle slab.
  • EHR034 Opening at end with inverted beam. Waffle slab.
  • EHR035 Opening at end with formed beam. Waffle slab.
  • EHR036 Transition between meshes of different orientation.
  • EHR037 Widening of the rib at the drop panel face to increase its shear resistance eliminating filler blocks.
  • EHR038 Crack control rebar at opening corners.
  • EHR039 Unavoidable opening in edge beam.
  • EHR043 Types of stirrups for beams in waffle slabs.
  • EHR048 Connection of interior beams. Waffle slab.
  • EHR049 Reinforcement of edge beams with torsion between columns.
  • EHR050 Cantilevered beam.
  • EHR501 Support at span end over bearing wall. Waffle slab. Lost filler blocks.
  • EHR502 Support between spans over bearing wall. Waffle slab. Lost filler blocks.
  • EHR505 Detail at slab edge. Waffle slab. Lost filler blocks.
  • EHR506 Flat interior beam. Waffle slab. Lost filler blocks.
  • EHR507 Span end over formed beam. Waffle slab. Lost filler blocks.
  • EHR508 Span end over inverted beam. Waffle slab. Lost filler blocks.
  • EHR509 Interior formed beam. Waffle slab. Lost filler blocks.
  • EHR510 Interior inverted beam. Waffle slab. Lost filler blocks.
  • EHR517 Section of projecting central drop panel. Waffle slab. Lost filler blocks.
  • EHR523 Change of depth at column lines. Waffle slab. Lost filler blocks.
  • EHR524 Change of depth within a span. Waffle slab. Lost filler blocks.
  • EHR525 Change in elevation with a drop smaller than the slab depth. Waffle slab. Lost filler blocks.
  • EHR526 Change in elevation with a drop greater than the slab depth at column lines. Waffle slab. Lost filler blocks.
  • EHR527 Change in elevation with a drop greater than the slab depth within a span. Waffle slab. Lost filler blocks.
  • EHR528 Transition to cantilevered flat slab of equal depth. Waffle slab. Lost filler blocks.
  • EHR529 Transition to cantilevered flat slab of lesser depth aligned at the top. Waffle slab. Lost filler blocks.
  • EHR530 Transition to cantilevered flat slab of lesser depth aligned at the bottom. Waffle slab. Lost filler blocks.
  • EHR531 Elevator pit suspended from the slab. Waffle slab. Lost filler blocks.
  • EHR540 Strengthening of ribs for shear at the drop panel face through 45° bars. Waffle slab. Lost filler blocks.
  • EHR541 Beam in cantilever perdendicular to the edge beam. Waffle slab. Lost filler blocks.
  • EHR542 Minimum tie beam at edge of cantilever. Waffle slab. Lost filler blocks.
  • EHR544 Keyed expansion joint. Waffle slab. Lost filler blocks.
  • EHR545 Sloped slab at ground floor over wall for stair construction. Waffle slab. Lost filler blocks.
  • EHR546 Expansion joint at formed beam. Waffle slab. Lost filler blocks.
  • EHR547 Meeting of sloped slabs at ridge beam. Waffle slab. Lost filler blocks.
  • EHR551 Transition to flat slab of equal depth with waffle slab. Lost filler blocks.
  • EHR552 Change of depth at column lines. Waffle slab. Lost filler blocks with flat slab.
  • EHR553 Change of depth within a span. Waffle slab. Lost filler blocks with flat slab.
  • EHR554 Change in elevation with a drop smaller than the slab depth. Higher flat slab with waffle floor. Lost filler blocks.
  • EHR555 Change in elevation with a drop smaller than the slab depth. Lower flat slab with waffle floor. Lost filler blocks.
  • EHR556 Change in elevation with a drop greater than the slab depth at column lines. Higher flat slab with waffle floor. Lost filler blocks.
  • EHR557 Change in elevation with a drop greater than the slab depth at column lines. Lower flat slab with waffle floor. Lost filler blocks.
  • EHR558 Change in elevation with a drop greater than the slab depth within a span. Higher flat slab with waffle floor. Lost filler blocks.
  • EHR559 Change in elevation with a drop greater than the slab depth within a span. Lower flat slab with waffle floor. Lost filler blocks.
  • EHR598 Table of properties. Floor slab data. Waffle slab with lost filler blocks. (Table Type I).
  • EHR599 Table of properties. Floor slab data. Waffle slab with lost filler blocks. (Table Type II).
  • EHR601 Support at span end over bearing wall. Waffle slab. Removable form.
  • EHR602 Support between spans over bearing wall. Waffle slab. Removable form.
  • EHR605 Detail at slab edge. Waffle slab. Removable form.
  • EHR606 Flat interior beam. Waffle slab. Removable form.
  • EHR607 Span end over formed beam. Waffle slab. Removable form.
  • EHR608 Span end over inverted beam. Waffle slab. Removable form.
  • EHR609 Interior formed beam. Waffle slab. Removable form.
  • EHR610 Interior inverted beam. Waffle slab. Removable form.
  • EHR617 Section of projecting central drop panel. Waffle slab. Removable form.
  • EHR623 Change of depth at column lines. Waffle slab. Removable form.
  • EHR624 Change of depth within a span. Waffle slab. Removable form.
  • EHR625 Change in elevation with a drop smaller than the slab depth. Waffle slab. Removable form.
  • EHR626 Change in elevation with a drop greater than the slab depth at column lines. Waffle slab. Removable form.
  • EHR627 Change in elevation with a drop greater than the slab depth within a span. Waffle slab. Removable form.
  • EHR628 Transition to cantilevered flat slab of equal depth. Waffle slab. Removable form.
  • EHR629 Transition to cantilevered flat slab of lesser depth aligned at the top. Waffle slab. Removable form.
  • EHR630 Transition to cantilevered flat slab of lesser depth aligned at the bottom. Waffle slab. Removable form.
  • EHR631 Elevator pit suspended from the slab. Waffle slab. Removable form.
  • EHR640 Strengthening of ribs for shear at the drop panel face through 45° bars. Waffle slab. Removable form.
  • EHR641 Beam in cantilever perdendicular to the edge beam. Waffle slab. Removable form.
  • EHR642 Minimum tie beam at edge of cantilever. Waffle slab. Removable form.
  • EHR644 Keyed expansion joint. Waffle slab. Removable form.
  • EHR645 Sloped slab at ground floor over wall for stair construction. Waffle slab. Removable form.
  • EHR646 Expansion joint at formed beam. Waffle slab. Removable form.
  • EHR647 Meeting of sloped slabs at ridge beam. Waffle slab. Removable form.
  • EHR651 Transition to flat slab of equal depth with waffle slab. Removable form.
  • EHR652 Change of depth at column lines. Waffle slab. Removable form with flat slab.
  • EHR653 Change of depth within a span. Waffle slab. Removable form with flat slab.
  • EHR654 Change in elevation with a drop smaller than the slab depth. Higher flat slab with waffle floor. Removable form.
  • EHR655 Change in elevation with a drop smaller than the slab depth. Lower flat slab with waffle floor. Removable form.
  • EHR656 Change in elevation with a drop greater than the slab depth at column lines. Higher flat slab with waffle floor. Removable form.
  • EHR657 Change in elevation with a drop greater than the slab depth at column lines. Lower flat slab with waffle floor. Removable form.
  • EHR658 Change in elevation with a drop greater than the slab depth within a span. Higher flat slab with waffle floor. Removable form.
  • EHR659 Change in elevation with a drop greater than the slab depth within a span. Flat slab with waffle floor. Removable form.
  • EHR698 Table of properties. Floor slab data. Waffle slab with removable form. (Table Type I).
  • EHR699 Table of properties. Floor slab data. Waffle slab with removable form. (Table Type II).
  • EHR840 Strengthening of ribs for shear at the drop panel face through spirals. Waffle slab. Lost filler blocks.
  • EHR940 Strengthening of ribs for shear at the drop panel face through spirals. Waffle slab. Removable form.

EHU: Joist floor slabs

  • EHU020 Intermediate infill in the joist span improving transverse distribution.
  • EHU021 Transverse crosspiece over columns for flat beam with wide base.
  • EHU034 Arrangement of negative bars in one-way floors of joists not aligned in plan.
  • EHU101 Support at span end over bearing wall. One-way floor slab. Parallel joists.
  • EHU102 Support between spans over bearing wall. One-way floor slab. Parallel joists.
  • EHU105 Flat beam at span end. One-way floor slab. Parallel joists.
  • EHU106 Flat beam between spans. One-way floor slab. Parallel joists.
  • EHU107 Span end over formed beam. One-way floor slab. Parallel joists.
  • EHU108 Span end over inverted beam. One-way floor slab. Parallel joists.
  • EHU109 Interior formed beam. One-way floor slab. Parallel joists.
  • EHU110 Interior inverted beam. One-way floor slab. Parallel joists.
  • EHU111 Change in depth. One-way floor slab. Parallel joists.
  • EHU112 Change in elevation with a drop greater than the slab depth. One-way floor slab. Parallel joists.
  • EHU113 Elevator pit suspended from the slab. One-way floor slab. Parallel joists.
  • EHU114 Change in elevation with a drop smaller than the slab depth. One-way floor slab. Parallel joists.
  • EHU115 Transition to cantilevered flat slab of equal depth. One-way floor slab. Parallel joists.
  • EHU116 Transition to cantilevered flat slab of lesser depth aligned at the top. One-way floor slab. Parallel joists.
  • EHU117 Transition to cantilevered flat slab of lesser depth aligned at the bottom. One-way floor slab. Parallel joists.
  • EHU122 Meeting of sloped slabs at ridge beam. One-way floor slab. Parallel joists.
  • EHU124 Transition to flat slab of equal depth with one-way slab. Parallel joists.
  • EHU125 Change in depth. One-way floor with flat slab. Parallel joists.
  • EHU126 Change in elevation at column lines with a drop smaller than the slab depth. Higher flat slab with one-way floor. Parallel joists.
  • EHU127 Change in elevation with a drop smaller than the slab depth. Lower flat slab with one-way floor. Parallel joists.
  • EHU128 Change in elevation with a drop greater than the slab depth. One-way floor with higher flat slab. Parallel joists.
  • EHU129 Change in elevation with a drop greater than the slab depth. One-way floor with lower flat slab. Parallel joists.
  • EHU201 Support at span end over bearing wall. One-way floor slab. Pretensioned joists.
  • EHU202 Support at span end over bearing wall. One-way floor slab. Pretensioned joists.
  • EHU205 Flat beam at span end. One-way floor slab. Pretensioned joists.
  • EHU206 Flat beam between spans. One-way floor slab. Pretensioned joists.
  • EHU207 Span end over formed beam. One-way floor slab. Pretensioned joists.
  • EHU208 Span end over inverted beam. One-way floor slab. Pretensioned joists.
  • EHU209 Interior formed beam. One-way floor slab. Pretensioned joists.
  • EHU210 Interior inverted beam. One-way floor slab. Pretensioned joists.
  • EHU211 Change of depth at column lines. One-way floor slab. Pretensioned joists.
  • EHU212 Change in elevation with a drop greater than the slab depth at column lines. One-way floor slab. Pretensioned joists.
  • EHU213 Elevator pit suspended from the slab. One-way floor slab. Pretensioned joists.
  • EHU214 Change in elevation with a drop smaller than the slab depth at column lines. One-way floor slab. Pretensioned joists.
  • EHU215 Transition to cantilevered flat slab of equal depth. One-way floor slab. Pretensioned joists.
  • EHU216 Transition to cantilevered flat slab of lesser depth aligned at the top. One-way floor slab. Pretensioned joists.
  • EHU217 Transition to cantilevered flat slab of lesser depth aligned at the bottom. One-way floor slab. Pretensioned joists.
  • EHU218 Minimum tie beam at edge of cantilever. One-way floor slab. Pretensioned joists.
  • EHU219 Expansion joint at formed beam. One-way floor slab. Pretensioned joists.
  • EHU222 Meeting of sloped slabs at ridge beam. One-way floor slab. Pretensioned joists.
  • EHU223 Keyed expansion joint. One-way floor slab. Pretensioned joists.
  • EHU224 Transition to flat slab of equal depth with one-way slab. Pretensioned joists.
  • EHU225 Change of depth at column lines. One-way floor with flat slab. Pretensioned joists.
  • EHU226 Change in elevation at column lines with a drop smaller than the slab depth. Higher flat slab with one-way floor. Pretensioned joists.
  • EHU227 Change in elevation at column lines with a drop smaller than the slab depth. Lower flat slab with one-way floor. Pretensioned joists.
  • EHU228 Change in elevation at column lines with a drop greater than the slab depth. One-way floor with higher flat slab. Pretensioned joists.
  • EHU229 Change in elevation at column lines with a drop greater than the slab depth. One-way floor with lower flat slab. Pretensioned joists.
  • EHU230 Change in orientation of panels in flat beam. One-way floor slab. Pretensioned joists.
  • EHU231 Change in orientation at interior formed beam. One-way floor slab. Pretensioned joists.
  • EHU232 Change in orientation at interior inverted beam. One-way floor slab. Pretensioned joists.
  • EHU233 Change in orientation at support over bearing wall. One-way floor slab. Parallel joists.
  • EHU298 Table of properties. Floor slab data. One-way slab with pretensioned joists. (Table Type I).
  • EHU299 Table of properties. Floor slab data. One-way slab with pretensioned joists. (Table Type II).
  • EHU301 Support at span end over bearing wall. One-way floor slab. Lattice joists.
  • EHU302 Support between spans over bearing wall. One-way floor slab. Lattice joists.
  • EHU305 Flat beam at span end. One-way floor slab. Lattice joists.
  • EHU306 Flat beam between spans. One-way floor slab. Lattice joists.
  • EHU307 Span end over formed beam. One-way floor slab. Lattice joists.
  • EHU308 Span end over inverted beam. One-way floor slab. Lattice joists.
  • EHU309 Interior formed beam. One-way floor slab. Lattice joists.
  • EHU310 Interior inverted beam. One-way floor slab. Lattice joists.
  • EHU311 Change of depth at column lines. One-way floor slab. Lattice joists.
  • EHU312 Change in elevation with a drop greater than the slab depth at column lines. One-way floor slab. Lattice joists.
  • EHU313 Elevator pit suspended from the slab. One-way floor slab. Lattice joists.
  • EHU314 Change in elevation with a drop smaller than the slab depth at column lines. One-way floor slab. Lattice joists.
  • EHU315 Transition to cantilevered flat slab of equal depth. One-way floor slab. Lattice joists.
  • EHU316 Transition to cantilevered flat slab of lesser depth aligned at the top. One-way floor slab. Lattice joists.
  • EHU317 Transition to cantilevered flat slab of lesser depth aligned at the bottom. One-way floor slab. Lattice joists.
  • EHU318 Minimum tie beam at edge of cantilever. One-way floor slab. Lattice joists.
  • EHU319 Expansion joint at formed beam. One-way floor slab. Lattice joists.
  • EHU322 Meeting of sloped slabs at ridge beam. One-way floor slab. Lattice joists.
  • EHU323 Keyed expansion joint. One-way floor slab. Lattice joists.
  • EHU324 Transition to flat slab of equal depth with one-way slab. Lattice joists.
  • EHU325 Change of depth at column lines. One-way floor with flat slab. Lattice joists.
  • EHU326 Change in elevation at column lines with a drop smaller than the slab depth. Higher flat slab with one-way floor. Lattice joists.
  • EHU327 Change in elevation at column lines with a drop smaller than the slab depth. Lower flat slab with one-way floor. Lattice joists.
  • EHU328 Change in elevation at column lines with a drop greater than the slab depth. One-way floor with higher flat slab. Lattice joists.
  • EHU329 Change in elevation at column lines with a drop greater than the slab depth. One-way floor with lower flat slab. Lattice joists.
  • EHU330 Change in orientation of panels in flat beam. One-way floor slab. Lattice joists.
  • EHU331 Change in orientation at interior formed beam. One-way floor slab. Lattice joists.
  • EHU332 Change in orientation at interior inverted beam. One-way floor slab. Lattice joists.
  • EHU333 Change in orientation at support over bearing wall. One-way floor slab. Lattice joists.
  • EHU398 Table of properties. Floor slab data. One-way slab with lattice reinforced joists. (Table Type I).
  • EHU399 Table of properties. Floor slab data. One-way slab with lattice reinforced joists. (Table Type II).
  • EHU401 Support at span end over bearing wall. One-way floor slab. Ribs cast-in-place.
  • EHU402 Support between spans over bearing wall. One-way floor slab. Ribs cast-in-place.
  • EHU405 Flat beam at span end. One-way floor slab. Ribs cast-in-place.
  • EHU406 Flat beam between spans. One-way floor slab. Ribs cast-in-place.
  • EHU407 Span end over formed beam. One-way floor slab. Ribs cast-in-place.
  • EHU408 Span end over inverted beam. One-way floor slab. Ribs cast-in-place.
  • EHU409 Interior formed beam. One-way floor slab. Ribs cast-in-place.
  • EHU410 Interior inverted beam. One-way floor slab. Ribs cast-in-place.
  • EHU411 Change of depth at column lines. One-way floor slab. Ribs cast-in-place.
  • EHU412 Change in elevation with a drop greater than the slab depth at column lines. One-way floor slab. Ribs cast-in-place.
  • EHU413 Elevator pit suspended from the slab. One-way floor slab. Ribs cast-in-place.
  • EHU414 Change in elevation with a drop smaller than the slab depth at column lines. One-way floor slab. Ribs cast-in-place.
  • EHU415 Transition to cantilevered flat slab of equal depth. One-way floor slab. Ribs cast-in-place.
  • EHU416 Transition to cantilevered flat slab of lesser depth aligned at the top. One-way floor slab. Ribs cast-in-place.
  • EHU417 Transition to cantilevered flat slab of lesser depth aligned at the bottom. One-way floor slab. Ribs cast-in-place.
  • EHU418 Minimum tie beam at edge of cantilever. One-way floor slab. Ribs cast-in-place.
  • EHU419 Expansion joint at formed beam. One-way floor slab. Ribs cast-in-place.
  • EHU422 Meeting of sloped slabs at ridge beam. One-way floor slab. Ribs cast-in-place.
  • EHU423 Keyed expansion joint. One-way floor slab. Ribs cast-in-place.
  • EHU424 Transition to flat slab of equal depth with one-way slab. Ribs cast-in-place.
  • EHU425 Change of depth at column lines. One-way floor with flat slab. Ribs cast-in-place.
  • EHU426 Change in elevation at column lines with a drop smaller than the slab depth. Higher flat slab with one-way floor. Ribs cast-in-place.
  • EHU427 Change in elevation at column lines with a drop smaller than the slab depth. Lower flat slab with one-way floor. Ribs cast-in-place.
  • EHU428 Change in elevation at column lines with a drop greater than the slab depth. One-way floor with higher flat slab. Ribs cast-in-place.
  • EHU429 Change in elevation at column lines with a drop greater than the slab depth. One-way floor with lower flat slab. Ribs cast-in-place.
  • EHU430 Change in orientation of panels in flat beam. One-way floor slab. Ribs cast-in-place.
  • EHU431 Change in orientation at interior formed beam. One-way floor slab. Ribs cast-in-place.
  • EHU432 Change in orientation at interior inverted beam. One-way floor slab. Ribs cast-in-place.
  • EHU433 Change in orientation at support over bearing wall. One-way floor slab. Ribs cast-in-place.
  • EHU498 Table of properties. Floor slab data. One-way slab with ribs cast-in-place . (Table Type I).
  • EHU499 Table of properties. Floor slab data. One-way slab with ribs cast-in-place . (Table Type II).

EHL: Flat slabs.

  • EHL701 Support at span end over bearing wall.
  • EHL702 Support between spans over bearing wall.
  • EHL705 Flat interior beam.
  • EHL706 Span end over formed beam.
  • EHL707 Span end over inverted beam.
  • EHL708 Interior formed beam.
  • EHL709 Interior inverted beam.
  • EHL710 Reinforcement of interior drop panel with concrete column.
  • EHL711 Reinforcement of edge drop panel with concrete column.
  • EHL712 Reinforcement of corner drop panel with concrete column.
  • EHL716 Section of projecting central drop panel.
  • EHL719 Vertical bars at the cantilever end to unify deformations.
  • EHL721 Strengthening for punching shear with 45º bars arranged radially.
  • EHL722 Change of depth at column lines.
  • EHL723 Change in elevation with a drop smaller than the slab depth.
  • EHL724 Change in elevation with a drop greater than the slab depth at column lines.
  • EHL725 Change in elevation with a drop greater than the slab depth within the span.
  • EHL726 Transition to cantilevered flat slab of lesser depth aligned at the top.
  • EHL727 Transition to cantilevered flat slab of lesser depth aligned at the bottom.
  • EHL728 Elevator pit suspended from a flat slab.
  • EHL729 Strenthening of unforeseen opening in flat slab.
  • EHL730 Opening in flat slab resolved with perimeter beams.
  • EHL731 Opening at end with inverted beam.
  • EHL732 Opening at end with formed beam.
  • EHL733 Crack control rebar at opening corners.
  • EHL734 Unavoidable opening in edge beam.
  • EHL735 Minimum tie beam at edge of cantilever.
  • EHL736 Keyed expansion joint.
  • EHL737 Sloped slab at ground floor over wall for stair construction.
  • EHL738 Expansion joint at formed beam.
  • EHL739 Meeting of sloped slabs at ridge beam.
  • EHL740 Detail of slab edge.
  • EHL798 Table of properties. Slab data. (Table Type I).
  • EHL799 Table of properties. Slab data. (Table Type II).

EHZ: Staircases.

  • EHZ001 Start at mat foundation.
  • EHZ002 Start at spread footing.
  • EHZ003 Start at stair footing.
  • EHZ004 Start at grade beam.
  • EHZ005 Start at beam embedded in floor slab.
  • EHZ006 Start upset from floor slab over bearing wall.
  • EHZ007 Start upset from floor slab over concrete bearing wall.
  • EHZ008 End of run at landing.
  • EHZ009 Bearing wall support at intermediate landing (Type B).
  • EHZ010 Bearing wall support at intermediate landing (Type A).
  • EHZ011 Free edge at landing.
  • EHZ012 Start of run at landing.
  • EHZ013 Landing broken by risers.
  • EHZ014 Section of continuous stair with curved plan.
  • EHZ015 End of run at landing with risers.
  • EHZ016 Step in landing broken by risers.
  • EHZ017 Start of run in landing with risers.
  • EHZ018 End of run in landing with riser.
  • EHZ019 Step in landing broken by risers.
  • EHZ020 Start of run in landing with rise.
  • EHZ021 Run supported on an existing vertical wall through dowels.
  • EHZ022 Landing supported on existing vertical walls through dowels.
  • EHZ023 Start of run in existing vertical wall through dowels.
  • EHZ024 Start of continuous stair curved in plan at beam embedded in floor slab.
  • EHZ025 End of continuous stair curved in plan at beam embedded in floor slab.
  • EHZ026 Bearing wall support.
  • EHZ027 Concrete wall support.
  • EHZ028 Suspended support of landing with tie bars in concrete wall.
  • EHZ029 Suspended support of landing with tie bars in partition wall.
  • EHZ030 End of run at beam embedded in floor slab.
  • EHZ031 Start of run at beam embedded in floor slab with riser.
  • EHZ032 Stair reinforcement schedule.
  • EHZ098 Table of properties. Reinforced concrete stairs. (Table Type I).
  • EHZ099 Table of properties. Reinforced concrete stairs. (Table Type II).

EHI: Ramps.

  • EHI001 Ramp contact with slurry wall.
  • EHI002 Ramp contact with retaining wall.
  • EHI003 Lateral ramp support on a bearing wall tangent to a slurry wall.
  • EHI004 Lateral ramp support on a bearing wall tangent to a retaining wall.
  • EHI005 Lateral ramp support on a concrete wall tangent to a slurry wall.
  • EHI006 Lateral ramp support on a concrete wall tangent to a retaining wall.
  • EHI009 Central ramp support through bearing wall over beam.
  • EHI010 Central ramp support over formed beam constructed in two stages.
  • EHI011 Central ramp support over formed beam.
  • EHI012 Ramp support on column with punching shear strengthening. Bars at 45º.
  • EHI013 Lateral ramp support over bearing wall supported by a beam.
  • EHI014 Lateral ramp support on a formed beam.
  • EHI015 Lateral ramp support on a flat beam.
  • EHI016 Lateral ramp support on bearing wall.
  • EHI017 Lateral ramp support on concrete wall.
  • EHI018 Start of ramp over bearing wall supported by a grade beam.
  • EHI019 Start of ramp over concrete wall supported by a grade beam.
  • EHI020 Start of ramp over bearing wall supported by a strip footing.
  • EHI021 Start of ramp over bearing wall on mat foundation.
  • EHI022 Start of ramp over concrete wall supported by a strip footing.
  • EHI023 Start of ramp over concrete wall on mat foundation.
  • EHI024 Change in ramp slope > 180º.
  • EHI025 Change in ramp slope < 180º.
  • EHI026 Ramp reinforcement schedule.
  • EHI027 Ramp support on column with punching shear strengthening. Crosspieces with stirrups.
  • EHI098 Table of properties. Reinforced concrete ramps. (Table Type I).
  • EHI099 Table of properties. Reinforced concrete ramps. (Table Type II).
  • EHI107 End of ramp at flat beam. One-way floor slab. Parallel joists.
  • EHI108 Start of ramp at flat beam. One-way floor slab. Parallel joists.
  • EHI207 End of ramp at flat beam. One-way floor slab. Pretensioned joists.
  • EHI208 Start of ramp at flat beam. One-way floor slab. Pretensioned joists.
  • EHI307 End of ramp at flat beam. One-way floor slab. Lattice joists.
  • EHI308 Start of ramp at flat beam. One-way floor slab. Lattice joists.
  • EHI407 End of ramp at flat beam. One-way floor slab. Ribs cast-in-place.
  • EHI408 Start of ramp at flat beam. One-way floor slab. Ribs cast-in-place.
  • EHI507 End of ramp at flat beam. Waffle slab. Lost filler blocks.
  • EHI508 Start of ramp at flat beam. Waffle slab. Lost filler blocks.
  • EHI607 End of ramp at flat beam. Waffle slab. Removable form.
  • EHI608 Start of ramp at flat beam. Waffle slab. Removable form.
  • EHI707 End of ramp at flat slab.
  • EHI708 Start of ramp at flat slab.

EDX: Special details. Columns. Beams

  • EDG000
  • EDG001 Building structures. Table of environments. General exposure types.
  • EDG002 Properties of manufactured brick.
  • EDG003 Table of minimum bend diameters.
  • EDG004 Table of nominal concrete cover. Normal execution.
  • EDG005 Spacer arrangement.
  • EDG006 Table of concrete properties.
  • EDP001 Column reinforcement scheme in joints with beams and slabs not under dynamic loads.
  • EDP002 Column reinforcement scheme in joints with beams and slabs under dynamic loads.
  • EDP003 Table of column ties and confinement details.
  • EDP004 Rebar bundles in columns.
  • EDP098 Table of properties. Reinforced concrete columns. (Table Type I).
  • EDP099 Table of properties. Reinforced concrete columns. (Table Type II).
  • EDV001 Beam end at perimeter column.
  • EDV002 Beam stirrups.
  • EDV003 Cover and spacing of bars in beams.
  • EDV004 Interface of formed beam and flat beam. Negative bars with hooks.
  • EDV005 Interface of formed beam and flat beam. Negative continuous bars.
  • EDV007 Connection between flat beam and formed beam.
  • EDV008 Connection between two flat beams.
  • EDV098 Table of properties. Reinforced concrete beams. (Table Type I).
  • EDV099 Table of properties. Reinforced concrete beams. (Table Type II).