{"id":1460,"date":"2026-05-22T16:54:32","date_gmt":"2026-05-22T16:54:32","guid":{"rendered":"https:\/\/www.facadeaccesssolutions.com\/emeai\/?p=1460"},"modified":"2026-05-22T17:46:03","modified_gmt":"2026-05-22T17:46:03","slug":"how-to-design-a-bmu-system","status":"publish","type":"post","link":"https:\/\/www.facadeaccesssolutions.com\/emeai\/blog\/how-to-design-a-bmu-system\/","title":{"rendered":"How to Design a BMU System and Why It Shouldn\u2019t Be an Afterthought"},"content":{"rendered":"

BMU design is not a downstream decision. It is a core part of how a building is engineered, accessed, and maintained over its entire lifecycle.<\/p>\n

When building maintenance unit design is addressed late, the consequences are immediate and costly. Structural retrofits become unavoidable. Facade access is compromised. Compliance risks increase. What should have been an integrated system becomes a constraint.<\/p>\n

For architects, engineers, and developers, BMU design extends far beyond equipment selection. It defines how mechanical systems interact with the building structure and how access is achieved across every section of the facade. Jib configuration, hoist selection, traversing systems, and platform design must align with roof load capacity, parapet conditions, and architectural intent from the outset.<\/p>\n

Building height, facade geometry, and roof configuration directly determine the BMU strategy. At the same time, compliance with standards such as EN 1808, OSHA 1910.66, ASME A120.1, and AS\/NZS 1418.13:2013 must be embedded into the design. These are not final-stage checks. They are engineering constraints that shape the system from day one.<\/p>\n

<\/div><\/code><\/em><\/code>BMU Design Scope: Structural, Mechanical, and Architectural Considerations<\/h2>\n

Effective BMU design<\/a> sits at the intersection of structural engineering, mechanical systems, and architecture. These disciplines must be resolved together to ensure safe operation and full facade coverage.<\/p>\n

Key Design Variables Professionals Must Evaluate Early<\/h3>\n

A well-engineered BMU begins with a clear understanding of the building.<\/p>\n

Building height determines hoist configuration and rope length. For structures above 125 metres, multi-layer drum hoists are typically required. Modular and custom BMUs with multi-layer drum hoists service buildings well beyond 300 m. Multi-stage configurations have been deployed on the Burj Khalifa (828 m), Merdeka 118 (679 m), and Shanghai Tower (632 m).<\/p>\n

Facade complexity dictates jib configuration. Uniform facades may require only a fixed arm, while recessed, stepped, or curved geometries demand telescopic, luffing, or articulated designs.<\/p>\n

Roof structure defines the system type. Load-bearing roofs support track systems, while non-load-bearing roofs require parapet-mounted solutions. Concrete runway systems provide an alternative where track installation is not viable.<\/p>\n

Available roof space affects parking and concealment strategy. Whether the BMU is stored openly, within a garage, or in a recessed pit must be considered early.<\/p>\n

Facade coverage requirements determine whether a single BMU is sufficient or if additional systems are needed.<\/p>\n

EN 1808:2015 \u00a76.1.2.5 specifies a minimum static safety factor of 12 on each suspension rope (i.e. rope MBL \u2265 12 \u00d7 maximum static rope tension). This drives rope diameter selection \u2014 typically 7\u201314 mm depending on cradle length, payload, and reeving. In North America OSHA and CSA require suspension wire ropes to respect a safety factor of 10:1.<\/p>\n

\"bmu-component-design-reference\"<\/p>\n

<\/div><\/code><\/em><\/code>Core Components That Define BMU Design<\/h2>\n

A BMU is a fully configured system. Each component defines fa\u00e7ade coverage, safety, and integration with the building.<\/p>\n

BMU Component Design Reference<\/h3>\n\n\n\n\n\n\n\n\n\n\n\n
Component<\/th>\nKey Options<\/th>\nDesign Impact<\/th>\nWhen to Use<\/th>\n<\/tr>\n<\/thead>\n
Jib<\/td>\nFixed, telescopic, luffing, articulated<\/td>\nDetermines reach and flexibility<\/td>\nTelescopic\/articulated for complex facades<\/td>\n<\/tr>\n
Hoist System<\/td>\nTraction, multi-layer drum<\/td>\nDefines load and height capability<\/td>\nDrum hoists for tall buildings<\/td>\n<\/tr>\n
Traversing System<\/td>\nTrack, parapet-mounted, runway<\/td>\nControls movement and coverage<\/td>\nParapet\/runway for constrained roofs<\/td>\n<\/tr>\n
Cradle<\/td>\nFixed, extendable, satellite<\/td>\nAffects access to recesses<\/td>\nExtendable\/satellite for complex facades<\/td>\n<\/tr>\n
Slewing<\/td>\nRotation about vertical axis of the mast<\/td>\nMaintains facade alignment<\/td>\nRequired for corners and curves<\/td>\n<\/tr>\n
Control<\/td>\nControl circuits operate at extra-low voltage (typically 24 V DC) in line with EN 1808\u2019s SELV\/PELV requirement. Emergency-stop functions with positive-opening contacts (EN 60947-5-5) are mandatory.<\/td>\nEnsures operational safety<\/td>\nStandard across all systems<\/td>\n<\/tr>\n
Safety Systems<\/td>\nBraking, overload, descent overspeed<\/td>\nCompliance and redundancy<\/td>\nMandatory under EN\/OSHA<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n

<\/div><\/code><\/em><\/code>The Jib: Reach, Luffing, and Articulation Options<\/h2>\n

The jib determines how the BMU interacts with the facade and whether full access can be achieved.<\/p>\n\n\n\n\n\n\n\n\n
Facade Condition<\/th>\nRecommended Jib Type<\/th>\nReason<\/th>\n<\/tr>\n<\/thead>\n
Moderate recesses<\/td>\nTelescopic jib<\/td>\nAdjustable outreach<\/td>\n<\/tr>\n
Sloped roofs<\/td>\nLuffing jib<\/td>\nVertical clearance capability<\/td>\n<\/tr>\n
Complex geometry<\/td>\nArticulated jib<\/td>\nMulti-point flexibility<\/td>\n<\/tr>\n
Highly complex structures<\/td>\nTelescopic + rotating hoist<\/td>\nMaximum access capability<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n

Fixed jibs suit simple facades, while telescopic and articulated designs allow the system to adapt to complex geometries. Luffing jibs introduce vertical movement, enabling the arm to clear architectural elements. A slewing head ensures the cradle remains parallel to the facade during operation.<\/p>\n

Hoist Systems and Load Capacity<\/h3>\n

The hoist defines vertical movement and operational limits. Personnel cradle SWL is capped at 1,000 kg under EN 1808. Standard configurations support 240\u2013500 kg; modular cradles reach 1,000 kg. Material-only hoists (governed by EN 14492-1 rather than EN 1808) extend beyond personnel limits when separate equipment-lifting use cases are designed in.<\/p>\n

Typical operational lifting speeds are 9\u201311 m\/min, well within the 18 m\/min ceiling EN 1808 \u00a75.3.7 sets for permanently installed cradles. Traversing speeds typically range 10\u201315 m\/min.<\/p>\n

Track and Traversing Systems<\/h3>\n

Traversing systems determine how the BMU moves across the building.<\/p>\n

Horizontal tracks are the most common where roof space allows. Parapet-mounted systems transfer loads to the building edge and suit non-load-bearing roofs. Concrete runway systems operate without tracks, using wheeled movement across a load-bearing surface.<\/p>\n

Shunting systems allow the BMU to move into garages or concealed positions. For sloped or curved roofs, inclined or rack-and-pinion systems with self-levelling ensure stability.<\/p>\n

The Suspended Platform (Cradle)<\/h3>\n

The cradle is the working platform, typically constructed from aluminium with integrated safety systems.<\/p>\n

Cradles are typically suspended on a working rope plus an independent secondary safety rope at each suspension point \u2014 so a twin-suspension cradle commonly runs four lines (two working + two safety). The exact configuration depends on cradle length, SWL, and EN 1808 redundancy provisions.<\/p>\n

Extendable platforms<\/a> and satellite cradles improve access across complex facades. Slewing functionality ensures alignment with the facade, while safety features such as braking and controlled descent are mandatory under EN 1808 and ASME standards.<\/p>\n

<\/div><\/code><\/em><\/code>BMU Design Types by Building Complexity<\/h2>\n

Selecting the right BMU design prevents both over-engineering and under-specification.<\/p>\n

BMU System Selection Matrix<\/h3>\n\n\n\n\n\n\n\n\n\n\n\n
Design Factor<\/th>\nCompact BMU<\/th>\nCrane-Type BMU<\/th>\nModular \/ Custom BMU<\/th>\n<\/tr>\n<\/thead>\n
Building Height<\/td>\nUp to 270 m<\/td>\nUp to 270 m<\/td>\n270 m+<\/td>\n<\/tr>\n
Facade Complexity<\/td>\nSimple<\/td>\nModerate<\/td>\nComplex<\/td>\n<\/tr>\n
Jib Type<\/td>\nFixed\/basic<\/td>\nSlewing<\/td>\nTelescopic\/articulated<\/td>\n<\/tr>\n
Reach<\/td>\nLimited<\/td>\nModerate<\/td>\nHigh<\/td>\n<\/tr>\n
Roof Constraints<\/td>\nLow<\/td>\nModerate<\/td>\nFlexible<\/td>\n<\/tr>\n
Load Capacity<\/td>\n240\u2013500 kg<\/td>\n240\u2013500 kg<\/td>\nUp to 4,200 kg<\/td>\n<\/tr>\n
Best Use<\/td>\nStandard buildings<\/td>\nBuildings with obstructions<\/td>\nIconic or high-rise buildings<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

 <\/p>\n