Every calculation type, one easy workflow

Steel beam

Beams of rolled I-shapes, channels, HSS, pipe, tees, single and double angles, bars, and built-up I-shapes and plate girders with transverse stiffeners and tension field, on any supports with line and point loads by load type: flexure about the chosen axis for each unbraced segment, shear and deflection, with the ASCE 7-22 load combinations. Biaxial bending is in the steel column.

AISC 360-22 Ch. F, G

Steel column

Rolled I-shapes, channels, tees, HSS, pipe, single and double angles and built-up sections in compression or tension, with bending and shear where the code covers the family, and second-order effects.

AISC 360-22

Column base plate

Column base plates under axial load, uplift, moment and shear: plate bending, concrete bearing, anchor rods in concrete and shear lugs (AISC Design Guide 1).

AISC DG1, ACI 318-19

Composite beam

Simply supported W-shapes acting with a concrete slab, solid or on metal deck: full or partial composite action, shear studs, the construction stage and deflection.

AISC 360-22 Ch. I

Steel section selection

The lightest W-shape that passes every check of a steel beam or steel column calculation, within your depth limits, with the next lightest alternatives.

AISC 360-22

Steel beam with torsion

Steel beams loaded off their shear center: W shapes, channels, plate girders and HSS, exact torsion solution with warping and St. Venant stresses, combined with flexure, rotation limit (AISC 360-22 H3, Design Guide 9).

AISC Design Guide 9, AISC 360-22

Eccentric bolt group

Eccentrically loaded bolt groups by the instantaneous center and elastic methods, any pattern, bolt shear, bearing, tearout and slip, compared with the AISC Manual tables (AISC 360-22 J3, Manual Part 7).

AISC Manual Part 7, AISC 360-22 J3

Eccentric weld group

Fillet weld groups under an eccentric load by the instantaneous center and elastic methods, every shape of the Manual tables and custom segments, required size and limits, compared with the AISC Manual tables (AISC 360-22 J2, Manual Part 8).

AISC 360-22, Manual Part 8

Member stability bracing

Required strength and stiffness of point, panel and torsional braces for columns, beams and beam-columns, with a check of the brace you have (AISC 360-22 Appendix 6).

AISC 360-22 Appendix 6

Steel joist

K, LH, DLH and KCS open-web steel joists checked against the load-table values you enter: moment and shear envelopes, end reaction, deflection, bearing, bridging rows and camber (SJI 100-2020, COSP 2020).

SJI 100-2020, SJI COSP

Steel deck (gravity)

Fluted roof and form deck from the manufacturer's section properties: strength, web shear and crippling, deflection and the construction stage, one to six spans (AISI S100-16; SDI items marked to confirm).

AISI S100-16

Steel deck diaphragm

Bare fluted steel deck as a diaphragm: support and sidelap fasteners, corner, edge and panel-end limits, panel buckling, wind uplift interaction, stiffness and deflection (AISI S310 and S100).

AISI S310-20, S100-16

Steel truss

Preview The app labels its results not yet verified.

Pick a layout, span and pitch: roof and floor trusses in WT, double angle, W and HSS, chords with axial and bending, webs and deflection, sized automatically to AISC 360. Joints are not designed.

Concrete-filled HSS column

Concrete-filled HSS, pipe and built-up box columns: compact, noncompact and slender sections, compression, tension, flexure, shear, interaction and load transfer (AISC 360-22 Chapter I).

AISC 360-22 Chapter I

Steel lintel

Steel lintels over masonry openings: angles, double angles, W, channel or HSS with or without a plate, arching triangle, flexure, shear, deflection, bearing and a torsion advisory.

AISC 360-22, BIA TN 31B

Floor vibration

Vibration of steel-framed floors, bridges and stairs by AISC Design Guide 11: walking, rhythmic activity, sensitive equipment and occupants, linear monumental stairs.

AISC Design Guide 11

Steel stair

Steel stairs on channel, HSS, W or plate stringers: IBC and OSHA geometry, stringer by the horizontal plane method, tread plate, header and rear beams, landing post or hanger, guard and handrail, optional seismic (AISC Design Guide 34, AISC 360-22). Connections go to ILX Connection.

AISC Design Guide 34, AISC 360-22, ASCE 7-22, IBC 2021

Beam with web openings

Web openings in steel and composite W beams, rectangular or circular, with or without bars: moment-shear interaction, tees, proportions, welds, and where the opening may sit, AISC Design Guide 2.

AISC Design Guide 2

Crane runway beam

Crane runway beams, W-shape with or without a cap channel: wheel position, impact, side thrust, biaxial flanges, web sidesway buckling, deflection and fatigue, AISC Design Guide 7 and ASCE 7-22.

AISC Design Guide 7, ASCE 7-22 4.9

Castellated or cellular beam

Castellated and cellular beams, symmetric or asymmetric, noncomposite or composite: Vierendeel bending of the tees, web post buckling, shear on the net and gross sections and deflection, AISC Design Guide 31.

AISC Design Guide 31

Guard or barrier post

Handrail, guard and vehicle barrier posts: the code loads, post flexure, shear and compression, deflection, plate, weld and cast-in rods, or a post on a channel stringer, ASCE 7-22 4.5, AISC Design Guide 34.

ASCE 7-22 4.5, AISC 360-22, AISC Design Guide 34, ACI 318-19 Ch. 17

Monorail beam

Monorail beams, S or W, simple span or overhang: the overhang's Cb, impact, lateral load on the flange, shear and deflection, AISC 360-22, ASCE 7-22 4.9. The flange's local check is your entered wheel load.

AISC 360-22, ASCE 7-22 4.9, AISC Design Guide 7

Steel tension member / brace

Shapes, plates and threaded rods in tension: yielding, rupture with shear lag and staggered holes, block shear and bolt bearing at the end, and the slenderness recommendation (AISC 360-22 Chapter D).

AISC 360-22 Chapter D, J3, J4

Concentrated forces on beams

Beams under concentrated loads, hangers and moment-frame flange forces: flange bending, web yielding, crippling and buckling, panel-zone shear, with stiffeners and web doublers when needed (AISC 360-22 J10).

AISC 360-22 J10

Steel fire resistance

W-shape beams and columns at an elevated temperature by the simple methods, and the sprayed or gypsum board protection a rating needs (AISC 360-22 Appendix 4, IBC 2021).

AISC 360-22 Appendix 4, IBC 2021 722.5

Roof ponding

Flat roof framing under rain or snow: the ponding check of primary and secondary members by the simplified and stress-index methods (AISC 360-22 B3.10).

AISC 360-22 B3.10, AISC 360-16 Appendix 2

Seismic member checks

Beams and columns of seismic systems: width-to-thickness limits for moderately and highly ductile members, stability bracing, column strength with overstrength loads and strong-column weak-beam (AISC 341-22).

AISC 341-22 D1, E3.4a

Encased composite column

W-shapes encased in reinforced concrete: detailing limits, compression, tension, axial-moment interaction, shear and load transfer by studs (AISC 360-22 Chapter I).

AISC 360-22 I1, I2.1, I5, I6

Plate girder

Welded I-girders built from plates: flexure, shear panel by panel with tension field action, intermediate and bearing stiffeners, flange-to-web welds, proportions and deflection (AISC 360-22).

AISC 360-22 F4, F5, F13, G2, J2, J10

Web-tapered member

Welded I-members with a tapered web: compression, flexure with local and lateral-torsional buckling, shear and combined forces (AISC Design Guide 25).

AISC Design Guide 25, AISC 360-22

Sawn lumber beam

Sawn lumber beams and joists: bending, shear, bearing and deflection, with every NDS adjustment factor and each load duration.

NDS 2024

Glulam and SCL beam

Glued-laminated timber, LVL and PSL beams: volume factor, beam stability, shear, bearing and deflection.

NDS 2024

Wood column and post

Sawn, glulam and SCL columns and posts in compression and bending: column stability and combined stresses.

NDS 2024

Wood stud wall

Bearing stud walls under axial load and out-of-plane wind: stability, combined stresses, plate bearing and wind deflection.

NDS 2024

CLT panel

Cross-laminated timber floor and roof panels: bending, rolling shear, and deflection with shear deformation and creep.

NDS 2024, PRG 320

Wood shear wall

Wood structural panel shear walls, segmented, perforated or with force transfer around openings: unit shear, aspect ratio, strap forces, hold-downs and drift.

SDPWS 2021, ASCE 7-22

Wood diaphragm

Blocked and unblocked wood structural panel diaphragms for real roofs: one span, several spans or a cantilever, openings, unit shear, chord and collector forces, deflection and flexibility.

SDPWS 2021, ASCE 7-22

Wood fastener connection

Bolts, lag screws, wood screws, nails and dowels with wood or steel side members: yield modes, withdrawal, combined loading and group action.

NDS 2024 Ch. 11 to 12

Wood bearing and notches

Bearing perpendicular, parallel and at an angle to the grain, and notched beam ends.

NDS 2024

CLT shear wall

Stacked CLT shear walls of rocking panels by SDPWS 2021 Appendix B: connector and panel shear, hold-downs at twice the connector capacity, the compression zone, deflection and drift.

SDPWS 2021 Appendix B

Continuous rod tie-down

A continuous rod up a stacked wood shear wall: rod tension, bearing plates, compression posts, shrinkage and take-up travel, chord deformation, wall deflection and story drift.

SDPWS 2021, NDS 2024, AISC 360-22

Wood ledger

Deck and floor ledgers on a wood rim, a concrete wall or a grouted masonry wall: bolt and lag screw values through sheathing and washers, spacing, edge distances and the IRC table as a comparison.

NDS 2024

Flitch-plate beam

Flitch-plate beams with one or two steel plates: load sharing by stiffness, wood and plate checks, the bolts that transfer the load, deflection with creep.

NDS 2024, AISC 360-22

Wood stair

One straight flight on sawn lumber stringers, solid or cut: stair limits, treads with the concentrated load, bending, shear, bearing and deflection.

NDS 2024

Wood I-joist

Prefabricated wood I-joists from the APA table or a manufacturer's values: moment, shear, reactions and bearing, stiffeners, deflection with shear, cantilevers.

NDS 2024 Ch. 7

Rafters and ceiling ties

Sloped rafters with a ridge board or structural ridge: the thrust at the heel, ceiling joist or raised tie, birdsmouth, heel nailing and the IRC heel table as a comparison.

NDS 2024

Wood truss

Preview The app labels its results not yet verified.

Pick a layout, span and pitch: roof and floor trusses in sawn lumber, chord axial and bending, webs, bearing and deflection, sized automatically to ANSI/TPI 1 and the NDS. Plates are not designed.

Fire design of exposed wood

Exposed sawn timber, glulam, SCL and CLT in a fire of 1 to 2 hours: char depth, the remaining section and its bending, shear, compression and bearing (NDS 2024 Chapter 16).

NDS 2024 Ch. 16

Wood deck framing

Deck joists, beams, posts, footings and the ledger against the AWC DCA 6 prescriptive tables, with an NDS 2024 check of each member.

Split-ring and shear-plate connections

Split rings and shear plates in wood: species group, member thickness, load at an angle to the grain, edge, end and spacing, group action and steel side plates (NDS 2024 Chapter 13).

NDS 2024 Ch. 13

Wood design values

Every species and grade of the NDS 2024 Supplement, sawn lumber, timbers and glulam, with each adjustment factor and its condition: adjusted values for ASD and LRFD.

Wood shrinkage and moisture

Shrinkage of each piece, each story and the whole stack of a multi-story wood frame as it dries from the installed to the in-service moisture content, against your movement limits.

Steel side and knife plate connections

Bolts or drift pins through wood with steel side plates or a knife plate: yield modes, group action, spacing, net section and tear-out of the wood, and the steel plate (NDS 2024, AISC 360-22).

AISC 360-22 J3, J4

Moment and eccentric fastener groups

Bolt and lag screw groups under moment and eccentric shear, such as knee braces and brackets, each fastener at its own angle to the grain (NDS 2024 Chapters 11 and 12).

NDS 2024 Ch. 11, 12

Timber rivet connections

Glulam rivets through steel side plates: rivet and wood capacity along and across the grain, plate thickness, spacing, end and edge distances (NDS 2024 Chapter 14).

NDS 2024 Ch. 14

Notched and tapered member ends

Sawn and glulam beam ends notched on the tension or compression face, taper cuts and interior notches: shear at the notch, bearing, net section and the notch limits of the code (NDS 2024).

NDS 2024 3.4.3, 3.4.4, 4.4.3, 5.4.5

Wood floor vibration

Walking vibration of sawn, I-joist and truss floors: live load deflection, the 1 kN deflection criterion and the frequency-deflection criterion, with your limits as inputs.

Built-up and spaced columns

Nailed or bolted built-up columns of 2 to 5 laminations and spaced columns with end blocks, with their fastening rules and slenderness limits (NDS 2024 Chapter 15).

NDS 2024 15.2, 15.3

Round timber poles and piles

Round timber poles and piles: tabulated values, treatment, the critical section, tapered column stability, bending at the ground line and the embedment depth by IBC 1807.3 (NDS 2024 Chapter 6).

NDS 2024 Ch. 6

Curved and tapered glulam

Curved glulam beams and double-tapered curved beams: curvature effects, radial tension and compression, tapered segments, shear, deflection and horizontal movement (NDS 2024 5.4).

NDS 2024 5.4.1, 5.4.2

Concrete beam

Rectangular and T-beams: flexure, shear and stirrups, torsion, bar spacing and deflection, from the loads or from given forces.

ACI 318-19

Concrete column

Tied and spiral columns, rectangular or circular: axial load and moment interaction, biaxial bending, slenderness and ties.

ACI 318-19

One-way slab

One-way slabs by the ACI coefficients or an elastic analysis: thickness, flexure, shear, and shrinkage and temperature steel.

ACI 318-19

Two-way slab

Two-way slabs by the direct design method: column and middle strips, minimum thickness and punching shear at the columns.

ACI 318-19

Concrete shear wall

Reinforced concrete walls: in-plane shear, axial load and flexure, out-of-plane and slender wall checks, and special wall options.

ACI 318-19 Ch. 11, 18

Punching shear

Two-way shear at columns and concentrated loads: interior, edge, corner and circular, openings, moment transfer, drop panels, stirrups and headed studs.

ACI 318-19 22.6, 8.4.4

Anchors in concrete

Cast-in headed anchors and hooked bolts, single or in groups, in tension and shear: every failure mode of ACI 318 Chapter 17, interaction and seismic requirements.

ACI 318-19 Ch. 17

Post-installed anchors

Expansion, screw, undercut and adhesive anchors with the values of the evaluation report you enter: steel, breakout, pullout, bond, sustained tension, pryout, interaction, edge and spacing limits and seismic design.

ACI 318-19 Ch. 17

Rebar development and splices

Development length of deformed bars: straight, standard hook and headed in tension, compression, and tension and compression lap splices, with every modification factor.

ACI 318-19 25.4, 25.5

Beam-column joint

Shear and detailing of a concrete beam-column joint: special moment frames and others, column shear from the beams, strong column, hooks and hoops.

ACI 318-19 Ch. 15, 18.8

Post-tensioned slab strip

A post-tensioned one-way slab or a strip of a two-way slab by load balancing: hyperstatic moments, service stress class, transfer, strength with fps and minimum steel.

ACI 318-19 Ch. 7, 8, 20, 24

Shear friction

Shear across a plane and composite interfaces: reinforcement, friction coefficients, inclined bars, tension and compression across the plane, the code limits and development.

ACI 318-19 22.9, 16.4

Embed plate

Steel plates with welded headed studs in a concrete face: stud forces under moment, shear and tension, steel and concrete limit states, plate bending and bearing.

ACI 318-19 Ch. 17

Concrete diaphragm

Concrete floor and roof diaphragms: in-plane shear, chords, collectors, shear transfer into the walls, toppings on precast and an opening, from an entered force.

ACI 318-19 Ch. 12

Deep beam (strut-and-tie)

Deep beams and transfer girders by the strut-and-tie method: truss forces, struts, nodal zones, the tie and its anchorage, and the distributed steel.

ACI 318-19 Ch. 23, 9.9

Corbel

Corbels and brackets on a column face: shear friction, restraint force, flexure, primary bars and closed ties, bearing and anchorage.

ACI 318-19 16.5

Coupling beam

Coupling beams between special structural walls: diagonal bars or a special moment frame beam as ACI 318-19 18.10.7 allows, confinement, capacity-design shear and development into the walls.

Dapped-end beam

Dapped ends of precast beams and stems: nib flexure and tension, direct shear, hanger bars, diagonal tension and bearing by the PCI Design Handbook failure modes.

Bearing on concrete

Bearing of plates and members on pedestals, walls and footings with the frustum area increase.

ACI 318-19 22.8

Joist and waffle slab

Pan joist and waffle slabs: joist limits, slab thickness, rib flexure and shear with the joist shear increase.

ACI 318-19 9.8, 8.8

Continuous concrete beam

Multi-span concrete beams with live-load patterns or code coefficients, flexure, shear, torsion, bar cutoffs and deflection.

ACI 318-19 6.4, 6.5, 9.7.3, 24.2

Prestressed concrete beam

Pretensioned and post-tensioned beams: losses, transfer and service stresses, strength, shear and camber.

ACI 318-19 20.3, 22.5.6, 24.5

Tilt-up wall panel

Site-cast wall panels spanning floor to roof, solid or with a door or window opening: slender wall method with P-delta, service deflection and minimum reinforcement.

ACI 318-19 11.8, ACI 551.2R

Concrete stair

One-way waist-slab stairs with landings: flexure, shear, deflection and distribution bars.

ACI 318-19 Ch. 7

Special moment frame members

Special moment frame beams and columns: bar limits, hinge-zone hoops, capacity-design shear, strong column and confinement.

ACI 318-19 18.6, 18.7

Ledge and inverted-tee beam

Spandrel and inverted-tee ledges: punching, ledge and hanger steel, bearing, and the beam's shear and torsion.

PCI ledge method, ACI 318-19 22.7, 22.8

Hollow-core plank

Prestressed hollow-core planks with or without topping: stresses, strength, shear, strand development and camber.

ACI 318-19

Concrete deflection

Deflections of continuous concrete beams and slabs: cracked sections, effective inertia, long-term effects and limits.

ACI 318-19 24.2

Liquid-containing tank wall

Liquid-containing tank walls: hydrostatic moments and hoop tension with the durability factor and the minimum steel.

ACI 350-20

Concrete fire resistance

Fire-resistance ratings of concrete walls, slabs, beams and columns: thickness by aggregate, finishes, cover for restrained and unrestrained members, and column size (IBC 722.2, ACI 216.1).

IBC 722.2, the ACI 216.1 method

Spread footing

Isolated footings under axial load, moments and shear: soil pressure, overturning, sliding, one-way and punching shear, flexure and bearing.

ACI 318-19

Wall footing

Continuous strip footings under concrete, masonry or stud walls: soil pressure with eccentricity, overturning, sliding, one-way shear, transverse flexure, development and steel along the wall.

ACI 318-19

Pole footing

Posts and poles embedded in soil or a concrete footing: nonconstrained and constrained embedment depth, lateral and vertical bearing, backfill rules, with the isolated-pole increase as your choice.

IBC 2024 1807.3

Combined footing

Rectangular footings under two columns: soil pressure, shear and moment along the footing, top and bottom steel, and punching shear.

ACI 318-19

Strap footing

An exterior footing at a property line tied to an interior footing by a strap beam: rigid strap reactions, bearing, strap flexure and shear, footing bending and shear, and punching at the interior column.

ACI 318-19

Mat foundation

Rigid mats under several columns: soil pressure, punching shear at every column and strip moments both ways.

ACI 318-19

Pile cap

Pile caps on 2 to 9 piles: pile reactions, flexure, one-way and punching shear, with a deep-cap advisory.

ACI 318-19

Pile group

Piles under a rigid cap with axial load and moments about both axes: vertical and battered piles, pile reactions against the allowable capacities.

Laterally loaded pile

Single piles under lateral load by the Broms method: short and long piles in cohesive and cohesionless soil, free or fixed head, with the embedment and the deflection at grade.

Beam on elastic foundation

Grade beams on soil springs with point, line and moment loads: deflection, shear, moment and soil pressure, with lift-off, plus concrete flexure and shear.

ACI 318-19

Slab on grade point loads

Unreinforced slabs on grade under rack posts or lift-truck wheels: interior, edge and corner stresses by Westergaard against the allowable flexural stress, with nearby loads and the critical aisle moment.

ACI 360R

Retaining wall

Cantilever retaining walls: earth pressure with slope, surcharge and water, sliding, overturning and bearing, and the stem, heel and toe design.

ACI 318-19

Basement (restrained) retaining wall

Concrete walls propped at the top by a floor: at-rest or active pressure, surcharge and water, propped or simple span, axial load and flexure, and the reaction to the diaphragm.

ACI 318-19

Gravity retaining wall

Mass concrete or stone walls: Coulomb or Rankine pressure, sliding, overturning, bearing and the eccentricity limit.

Segmental retaining wall

Segmental (modular block) gravity walls by the NCMA approach: batter, sliding, overturning, bearing and interface shear.

Gabion retaining wall

Stepped gabion walls: fill weight with porosity, sliding, overturning, bearing and sliding between courses.

Sheet pile wall

A steel sheet pile wall, cantilever or anchored, in layered soil with water on both sides: penetration, anchor force, moment and first yield of the section.

UFS 3-220-20 4-7

Soldier pile wall

Cantilever soldier pile and lagging walls: embedment by the free-earth method, pile moment and section, and lagging.

Bearing capacity and settlement

Ultimate bearing capacity of shallow foundations by the method the engineer chooses, groundwater and eccentric loads, with the immediate and consolidation settlement of a layered profile.

Pile axial capacity

Axial capacity of driven piles and drilled shafts in layered soil: side and toe resistance by the FHWA methods, compression and uplift.

Laterally loaded pile (p-y)

A single pile in layered soil by the p-y method, clay and sand curves, free or fixed head, with deflection, moment and soil reaction along the pile (FHWA GEC 9).

FHWA GEC 9

Drilled pier

Drilled shafts in soil and rock: side and base resistance, rock sockets, uplift, lateral response and the shaft designed as a circular concrete column (FHWA GEC 10, ACI 318-19).

ACI 318-19 13.4

Helical pile

Helical piles in clay and sand: bearing of each helix or cylindrical shear, capacity from the installation torque, shaft buckling in soft soil and the IBC limits.

Pile capacity from CPT

Axial pile capacity from a cone penetration sounding by the LCPC or Eslami-Fellenius method, your choice: side and base resistance in compression and tension.

Braced excavation

Braced and anchored excavations: apparent earth pressures, strut and anchor loads, wall and wale moments, and basal heave (UFS 3-220-20).

UFS 3-220-20 DM7.2, Terzaghi, Bjerrum-Eide

Slope stability

Circular slip surfaces in a layered slope by the Bishop simplified method, with the ordinary method for comparison: water table, crest surcharge and a search for the critical circle (UFS 3-220-10).

UFS 3-220-10

Liquefaction triggering

Liquefaction triggering from SPT or CPT soundings by Boulanger and Idriss (2014) or Youd et al. (2001): factor of safety by layer and a post-liquefaction settlement estimate (ASCE 7-22).

Ground improvement

Stone columns and rammed aggregate piers: area replacement, stress concentration, column bearing, settlement of the improved ground and composite strength (FHWA GEC 13).

FHWA GEC 13

Micropile

Micropiles: bond capacity, cased and uncased structural capacity, tension, buckling and the cap bearing.

FHWA NHI-05-039

Ground anchor

Ground anchors and tiebacks: design load, bond length, tendon stresses, unbonded length and test acceptance.

FHWA GEC 4

Masonry shear wall

Reinforced CMU shear walls in-plane by strength design: axial load and flexure, shear, reinforcement limits and seismic detailing.

TMS 402-22

Masonry lintel and beam

Reinforced CMU lintels and beams by strength or allowable stress design: arching, point load dispersion, flexure, shear, deflection, bearing and reinforcement limits.

TMS 402-22

Masonry column and pilaster

Reinforced CMU columns and pilasters by strength design: axial load, true biaxial bending, second-order moments, shear, ties and seismic detailing.

TMS 402-22

Masonry wall out-of-plane

Reinforced CMU walls out-of-plane by strength design: second-order moment by iteration or the magnifier, flexure with axial load, shear and service deflection.

TMS 402-22 9.3.5

Masonry pilaster with wall

Masonry pilasters with their wall: wall load to the pilaster, the wall as a flange, axial load and flexure each way, second-order moments, shear, flange transfer, deflection and ties.

TMS 402-22

Masonry bearing

Bearing under beams and concentrated loads on masonry: bearing area, the spread along the wall, bearing under a bond beam and the load per foot for the wall check.

TMS 402-22

Masonry anchor bolts

Cast-in anchor bolts in masonry, in the top or side of a wall: breakout, steel, pullout, crushing, pryout, edges and group overlap, combined tension and shear.

TMS 402-22

Masonry wall at openings

The strip of a masonry wall beside openings: load from the openings along the height, axial load and flexure, second-order moments, shear and deflection.

TMS 402-22

Anchored veneer

Veneer ties for anchored masonry veneer: the permitted method, spacing or the force in the tie, cavity and tie components, backing and height limits, and stability.

TMS 402-22 Ch. 13, via BIA TN 3C

Adhered veneer

Thin units bonded to a backing: unit and assembly limits, fastener spacing from the code tables, and the engineered stresses and fastener loads.

TMS 402-22 13.3, from TMS slides

Masonry lap splice

Lap and development length of bars in grouted masonry: the K limit, epoxy, standard hooks, transverse bars in the lap and noncontact laps.

TMS 402-22