RPP Base Bolts

Base bolts transfer tension, compression and shear forces to reinforced concrete foundation structures. Tension and compression forces are transferred by anchorage of the ribbed rebars, and by bearing onto anchorage plates. Shear forces are transferred to the concrete by bearing onto the shank of the bolt.
It can be provided with Hot Dip Galvanized finish on request.

Approvals

Finland: 5B EC2 98 / 5B EC2 121
Sweden / Norway: EN 1090

Download Euro Code User Manual(EN)
Download Euro Code User Manual(FI)

Product Description
Accessories

Product Description

Dimensions of RPP Base Bolt

Base Bolt	Size	l-Thread (mm)	Net Tensile Area (mm)	D (mm)	Du (mm)	Da/t (mm)	L (mm)	Weight (kg)	L (mm)	Weight (kg)
	Thread			Bar		Washer	RPP-P		RPP-L
RPP M16	16	140	157	16	38	38/6	810	1.7	280	0.9
RPP M20	20	140	245	20	46	46/6	960	2.9	350	1.4
RPP M24	24	170	352	25	55	55/6	1160	4.9	430	2.2
RPP M30	30	190	561	32	70	65/8	1460	9.8	500	4.1
RPP M39	39	200	976	40	90	90/10	2000	21.8	700	9.2

RPP-L

RPP-P

Resistances of the RPP

Base Bolt	N_Rd (kN)	V_Rd (kN)	a (mm²)	I (mm)
	Tension	Shear	Net tensile area	lever arm
RPP M16	62.2	4.3	157	68
RPP M20	97.0	8.2	245	70
RPP M24	139.4	12.7	352	77.5
RPP M30	222.2	22.4	561	88.5
RPP M39	386.5	43.3	976	105

NRd = nominal design tension resistance
and VRd = nominal design shear resistance
e1 = base grout thickness + 0,5 x base plate thickness
a3 = 0,5 x d0

For further details related to resistances, please refer to our technical manual.

Concrete grade C25/30

RPP Base Bolts Materials and Standards

Ordering Code	Ribbed Bars	Standards	Nuts	Standard	Washers	Standard
RPP-L	B500B	SFS 1300 EN 10080 (SFS 1300) / (BSt500S DIN 488) (K500C-T SS 212540) (B500NC NS 3576-3)	Grade 8 dimensions	EN 20899-2 EN ISO 898-2 EN-ISO 4032	S355J2	EN 10025
RPP-P	B500B	SFS 1300 EN 10080 (SFS 1300) (A500HW SFS 1215) / (BSt500S DIN 488) (K500C-T SS 212540) (B500NC NS 3576-3)	Grade 8 dimensions	EN 20898-2 EN ISO 898-2 EN-ISO 4032	S355J2	EN 10025