MASON Drop-In Anchors
- Medium duty fastening with bolts or threaded rods
- Reliable setting with simple hammer set expansion plug
- Fire resistance
- Shallow embedment
- Economical anchor for everyday jobsite fixings
- Durable and versatile
Setting Procedures
Drill a hole of required diameter and depth.
Clean the drilled hole.
Drive anchor into the drilled hole and expand the plug with the setting punch.
Insert threaded stud or bolt and tighten to required torque.
Selection Chart
Setting Parameters
Basic Loading Data for Single Anchor in Concrete
- Non-cracked concrete C20/25, = 25N/mm2
- Correct setting
- No spacing and edge distance influence
Tensile Resistance
Shear Resistance
Tensile – Concrete Capacity CC Design Method
Design Pull-out Resistance,
Design Concrete Cone Resistance,
Design Splitting Resistance,
Design Steel Resistance,
Influencing Factors
Influence of Concrete Strength
Influence of Edge Distance*
* The above influencing factors must apply for every edge distance smaller than critical edge distance . Actual edge distance shall not be smaller than minimum edge distance
Influence of Anchor Spacing**
** The above influencing factors must apply for every anchor spacing smaller than critical spacing distance . Actual anchor spacing distance shall not be smaller than minimum spacing distance .
SHEAR – Concrete Capacity CC Design Method
Design shear resistance
Design Concrete Edge Resistance,
Design Concrete Pryout Resistance,
Design Steel Resistance,
Influencing Factors
Influence of Concrete Strength
Influence of Edge Distance*
* The above influencing factors must apply for every edge distance smaller than critical edge distance . Actual edge distance shall not be smaller than minimum edge distance
Influence of Anchor Spacing**
** The above influencing factors must apply for every anchor spacing smaller than critical spacing distance . Actual anchor spacing distance shall not be smaller than minimum spacing distance .
Influence of Shear Loading Angle
Influence of anchoring spacing and edge distance for concrete edge resistance
Formula for single-anchor fastening influenced only by edge
For single anchor
Formula for two-anchor fastening valid for S<3c
General formula for n-anchor fastening (edge plus n-1 spacing) only valid where to are all < 3c and >1.5c
Note: It is assumed that only the row of anchors closed to the free concrete edge carries the centric shear load.
For 2 anchors
COMBINED LOAD – Tension and Shear