| Raised granite slabs and countertops | Creates intermediate bearing points that transfer the slab’s weight and service loads to the supporting frame or base. | Commonly about 50–100 mm thick; plan dimensions often range from 100 × 100 mm to 300 × 300 mm. | Reduces unsupported spans and limits rocking, deflection, and concentrated contact stresses. | Support points should be level, fully seated, and positioned according to the slab’s structural design. |
| Granite steps and stair treads | Distributes tread loads into the riser, stringer, wall, or prepared substrate rather than relying on a thin edge. | Support strips or blocks are often 50–100 mm wide and approximately 50–100 mm deep, subject to the stair design. | Improves resistance to movement, vibration, and edge cracking caused by repeated foot traffic. | Use a continuous or regularly spaced bearing arrangement where required; avoid unsupported corners. |
| Outdoor pavers and landscape slabs | Transfers pedestrian or light equipment loads into a compacted base or supporting pedestal system. | Typical solid blocks are about 75–150 mm thick with plan dimensions of approximately 100–200 mm square. | Helps maintain a level surface and reduces rocking when the underlying base is properly compacted. | Drainage, frost movement, settlement, and soil bearing capacity must be addressed before installation. |
| Masonry veneer and façade stone | Provides a bearing ledge or localized support that transfers the stone’s dead load to the wall structure. | Support pieces are commonly sized to suit the veneer thickness, often 50–100 mm in bearing depth. | Reduces tensile stress in anchors and limits sliding or differential movement of the stone. | The supporting ledge, anchors, joints, and connections require project-specific structural verification. |
| Equipment and machinery bases | Spreads static equipment weight over a larger contact area and provides a rigid bearing surface. | Frequently 100–200 mm thick, with plan dimensions selected from the equipment footprint and anchor layout. | Improves load distribution and reduces local settlement or distortion of the supporting floor. | Dynamic loads, vibration, anchors, grout, and the capacity of the floor or foundation must be checked. |
| Temporary structural shoring | Acts as a hard bearing pad beneath jacks, posts, frames, or temporary supports. | Often selected at 100–200 mm thick with plan dimensions large enough to prevent punching or overturning. | Increases bearing area and helps keep temporary supports plumb and stable. | A qualified engineer should determine capacity, stacking limits, lateral restraint, and site safety requirements. |
| Monument, sculpture, and architectural stone bases | Transfers vertical weight into the foundation while providing a broad, rigid interface. | Commonly 100–300 mm thick; plan dimensions depend on the object footprint and overturning forces. | Improves resistance to tipping, sliding, and uneven settlement. | Wind, seismic effects, anchorage, drainage, and foundation design may control the required block size. |