MOSO precast fixings for concrete façades

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1 MOSO precast fixings for concrete façades NEW: With calculation software Hanging pull anchors FB-H Clamping anchors: FB-E Push-pull anchors: FB-DS, FB-DZA Serrated restraining anchors: FB-ZH, FB-ZW, FB-ZK Anchor bars: FB-VD Other products: FB-SPV, FB-SBA, FB-G LEAN DUPLEX STAINLESS STEEL The better alternative FIXINGS Façade fastenings concrete

2 Products phæno in Wolfsburg, photographer: Klemens Ortmeyer Product Contents Name Page Hanging pull anchors Overview FB-H 05 Mounting part FB-HE 06 Standard design FB-HO1 08 Twin design FB-HO2 09 Attika standard FB-HO1A 10 Attika twin FB-HO2A 11 Technical data FB-H1 / H2 12 Technical data FB-H1A / H2A 13 Basic static data 14 Static system 15 Assembly instructions FB-H 16 Clamping anchor Standard design FB-E 18 Adjustable design FB-EJ 20 Basic static data 22 Static system 23 Assembly instructions FB-E 24 Assembly instructions FB-EJ 25 Pressure screws Pressure screws FB-DS 26 2 Version 1.1

3 Product Contents Name Page Push-pull anchors Push-pull anchors FB-DZA 28 Assembly instructions FB-DZA 29 Serrated restraining Hammer-head bolt FB-ZH 30 anchors U-profile FB-ZU 31 Bracket FB-ZW 32 Bracket without reinforcement FB-ZWO 33 Hammer head FB-ZK 34 Round hole FB-ZL 35 Anchor bars Anchor bars FB-VD 36 Other products Clamp couplings FB-SPV 37 Stud bolt anchors FB-SBA 37 Gallows anchor FB-G 37 MOSO-CE- Anchor rail MBA-CE 38 Anchor rail DIN EN Software Dimensioning program MOSOCON 39 MOSO-CE anchor rail TEL FAX Version 1.1 3

4 Delivery service for standard and special anchors for concrete Stainless steel? Modersohn! Wilhelm Modersohn In architecture today, precast concrete parts are being used more and more for the building envelope. Over the life of a building, façade elements subject to wind forces and selfweight must be anchored reliably to the shell of the building. For over 30 years, Wilhelm Modersohn GmbH & Co.KG has developed and produced stainless steel constructions for building construction. In this catalogue, we would like to introduce the systems we have developed for the professional anchoring of precast concrete parts using products made from approved stainless steel. In the future, demands placed on the thermal insulation of façades will have an ever greater impact on technology for bracing precast concrete façade panels. Even today, the systems developed by Modersohn GmbH & Co.KG can make shell distances of up to 500 mm a reality. Depending on the anchoring base, loads of up to 70.0 kn may be borne per anchoring point. The European Technical Approval for anchor rails and the national technical approval for hanging pull anchors gives planners the security needed to meet the ever greater challenges posed by new standards and by ever more complex planning processes. In this respect, the calculation software "MO- SOCONstructor" developed by Modersohn GmbH & Co.KG represents a helpful tool for preparing elaborate, yet quick and verifiable calculations. The structural design is in accordance with CEN/TS As a foundation of quality, our business is certified according to DIN EN and has manufacturer qualification for welding steel structures according to DIN : Class E. Please feel welcome to visit our homepage for more information: Yours sincerely, Wilhelm Modersohn Additional concrete anchors in our product range for which our construction engineers can provide verifiable static measurements, depending on the requirements. Bearing and restraining anchor for prefabricated elements Especially façade anchoring constructions for prefabricated wall coverings, balcony fixings (e.g. hanging pull anchors, clamping anchors, screw-on and supporting constructions) or serrated restraining anchors, as well as pressure supports Rebar reinforcing elements Including cut-to-size parts and special constructions made from approved high-yield steels, now also available in tool steel as an alternative to V4A! Clamping and covering rails, e.g. FUG 6 for sealing materials and joints delivered with matching dowels Edge protection profiles and edge protection frames with flat or high-yield steel or anchor bolts, e.g. our MOSO stair tread profiles with serrated tread edge Recess units and pipe penetrations Heavy-duty dowel systems as supporting partners of well-known dowel manufacturers Elastomer compensating bearings with and without approval Lifting and transport anchor systems Centring systems for precast columns Modersohn company building 4 Version 1.1

5 Hanging pull anchors FB-H The MOSO hanging pull anchor is a officially approved system. It consists of an upper part, a middle part and a mounting part. There are several models of the upper part available depending on the structural situation. The standard upper part FB-HO1 is fastened to the in-situ concrete. The Attika FB-HO1A model is available for ceiling attachment. If one anchoring point is not sufficient, twin versions FB-HO2 and FB-HO2A are available for each model. The mounting part FB-HE was developed for slender precast concrete parts. With a low load level and a simultaneously large concrete core, MOSO-CE anchor rails are an affordable alternative to the mounting part FB-HE. Load levels: Material: Certificate: Product information kn approved stainless steel national technical approval Hanging pull anchor TEL FAX info@modersohn.de Version 1.1 5

6 Hanging pull anchor Mounting part FB-HE Hanging pull anchor Together with the supplementary reinforcement included in the scope of supply, the mounting parts form an officially approved system. 1 covers load levels from 6.0 kn to 22.0 kn inclusive. 2 was designed for loads from 38.0 kn to 70.0 kn inclusive. Please refer to the table for the dimensions. Load levels: Material: Certificate: Product information kn approved stainless steel national technical approval 1 2 Mounting part: load levels 6.0 kn 22.0 kn Head bolt welded on by means of drawn-arc welding Anchor rail MOS with two nail holes Ø 4 mm Frontal view Side view Top view Mounting part: load levels 38.0 kn 70.0 kn L-bracket Hex bolt acc. to DIN EN ISO 4017 (DIN 933) Head bolt welded on by means of drawn-arc welding Frontal view Side view Top view 6 Version 1.1

7 Technical data / Measurement table FB-HE 1 2 Boundary conditions Reinforcing concrete bar Load level Design load V Rd f min c 1, min c 2, min h ges Ø d a b c 6,0 kn 8,10 kn ,5 kn 11,48 kn ,5 kn 18,23 kn ,0 kn 21,60 kn ,0 kn 29,70 kn ,0 kn 51,30 kn ,0 kn 64,80 kn ,0 kn 94,50 kn Wenn Plattendicke f f min + 20 mm, ist die Zulagebewehrung aus B500A NR zu wählen. Supplementary reinforcement Order example: FB - HE Design Load level Scope of supply Mounting part 2x B500B supplementary reinforcement Page 26, 28, Cross-references for additional information Topic Accessories precast concrete slabs DZA; DS and VD Basic static data Assembly and mounting instructions Text for invitation to tender... pc. MOSO precast fixing FB-HE ) including supplementary reinforcement, delivery and proper installation. 1) Load level acc. to table TEL FAX info@modersohn.de Version 1.1 7

8 Hanging pull anchor Standard design FB-HO1 The upper part is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Hanging pull anchor Prior to delivery, the upper part is pre-assembled with the accessories included in the scope of supply. Please refer to the table for the dimensions. Note: Due to the new manner of construction, no offset torque must be accounted for when calculating the attachment point! Load levels: Wall distances: Material: Certificate: Product information kn up to 500 mm approved stainless steel national technical approval Technical data / Measurement table FB-HO1 Connection angle α at wall distance b in mm Load level Design load V Rd Ø d Dim.Dowel > 160 [ - ] 6,0 kn 8,10 kn 18,0 21,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 12 M10 8,5 kn 11,48 kn 18,0 21,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 14 M12 13,5 kn 18,23 kn 16,0 18,5 21,5 24,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 18 M16 16,0 kn 21,60 kn 14,0 16,5 19,0 22,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 18 M16 22,0 kn 29,70 kn 13,0 15,0 17,5 20,0 22,5 22,5 22,5 22,5 22,5 22,5 22,5 22,5 18/22 M16/M20 38,0 kn 51,30 kn - 14,0 16,0 18,0 20,0 22,5 22,5 22,5 22,5 22,5 22,5 22,5 22 M20 48,0 kn 64,80 kn ,5 17,0 18,0 19,0 20,0 20,0 20,0 20,0 22 M20 70,0 kn 94,50 kn ,5 15,0 16,0 17,5 18,5 19,5 20,0 26 M24 Please refer to page 12 for more information about the installation part. Frontal view Side view Top view 8 Version 1.1

9 Hanging pull anchor Twin design FB-HO2 The twin model of the upper part is fastened to the in-situ concrete with two officially approved dowels or a MOSO-CE anchor rail. Prior to delivery, the upper part is pre-assembled with the accessories included in the scope of supply. Please refer to the table for the dimensions. Note: Due to the new manner of construction, no offset torque must be accounted for when calculating the attachment point! Product information Load levels: Wall distances: Material: Certificate: kn up to 500 mm approved stainless steel national technical approval Technical data / Measurement table FB-HO2 Load level Connection angle α at wall distance b in mm Dimensions Design load V Ø d j a Dowel Rd > 160 [ - ] 6,0 kn 8,10 kn 18,0 21,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M8 8,5 kn 11,48 kn 18,0 21,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M10 13,5 kn 18,23 kn 16,0 18,5 21,5 24,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M12 16,0 kn 21,60 kn 14,0 16,5 19,0 22,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M12 22,0 kn 29,70 kn 13,0 15,0 17,5 20,0 22,5 22,5 22,5 22,5 22,5 22,5 22,5 22, M16 38,0 kn 51,30 kn - 14,0 16,0 18,0 20,0 22,5 22,5 22,5 22,5 22,5 22,5 22, M16 48,0 kn 64,80 kn ,5 17,0 18,0 19,0 20,0 20,0 20,0 20, M16 70,0 kn 94,50 kn ,5 15,0 16,0 17,5 18,5 19,5 20, M20 Please refer to page 12 for more information about the installation part. Frontal view Side view Top view TEL FAX info@modersohn.de Version 1.1 9

10 Hanging pull anchor Attika standard FB-HO1A The upper part is fastened to the ceiling with an officially approved dowel or a MOSO-CE anchor rail. Hanging pull anchor Prior to delivery, the upper part is pre-assembled with the accessories included in the scope of supply. Please refer to the table for the dimensions. Load levels: Wall distances: Material: Certificate: Product information kn up to 500 mm approved stainless steel national technical approval Technical data / Measurement table FB-HO1A Connection angle α at wall distance b in mm Dimensions Load level Design load V Rd Ø d c > 160 min Dowel [ - ] 6,0 kn 8,10 kn 18,0 21,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M10 8,5 kn 11,48 kn 15,5 19,0 22,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M10 13,5 kn 18,23 kn 14,5 17,0 19,5 22,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M12 16,0 kn 21,60 kn 13,0 15,0 17,0 19,5 22,5 25,0 25,0 25,0 25,0 25,0 25,0 25, M12 22,0 kn 29,70 kn 12,5 14,5 16,5 18,0 20,5 22,5 22,5 22,5 22,5 22,5 22,5 22, M12 38,0 kn 51,30 kn - 12,5 15,0 16,5 18,5 20,5 22,5 22,5 22,5 22,5 22,5 22, M16 48,0 kn 64,80 kn ,0 16,0 17,0 18,5 20,0 20,0 20,0 20, M16 70,0 kn 94,50 kn ,0 15,0 16,0 17,0 18,0 19,0 20, M20 Please refer to page 13 for more information about the installation part. Edge protection profile Washer acc. to DIN EN ISO 7093 (DIN 9021) Frontal view Side view Top view 10 Version 1.1

11 Hanging pull anchor Attika twin FB-HO2A The twin model of the upper part is fastened to the ceiling with two officially approved dowels or a MOSO-CE anchor rail. Prior to delivery, the upper part is pre-assembled with the accessories included in the scope of supply. Please refer to the table for the dimensions. Product information Load levels: Wall distances: Material: Certificate: kn up to 500 mm approved stainless steel national technical approval Technical data / Measurement table Load level FB-HO2A Connection angle α at wall distance b in mm Dimensions Design load V Ø d j a c > 160 min Dowel Rd [ - ] 6,0 kn 8,10 kn 18,0 21,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M8 8,5 kn 11,48 kn 15,5 19,0 22,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M8 13,5 kn 18,23 kn 14,5 17,0 19,5 22,5 25,0 25,0 25,0 25,0 25,0 25,0 25,0 25, M10 16,0 kn 21,60 kn 13,0 15,0 17,0 19,5 22,5 25,0 25,0 25,0 25,0 25,0 25,0 25, M10 22,0 kn 29,70 kn 12,5 14,5 16,5 18,0 20,5 22,5 22,5 22,5 22,5 22,5 22,5 22, M10 38,0 kn 51,30 kn - 12,5 15,0 16,5 18,5 20,5 22,5 22,5 22,5 22,5 22,5 22, M12 48,0 kn 64,80 kn ,0 16,0 17,0 18,5 20,0 20,0 20,0 20, M16 70,0 kn 94,50 kn ,0 15,0 16,0 17,0 18,0 19,0 20, M16 Please refer to page 13 for more information about the installation part. Edge protection profile Washer acc. to DIN EN ISO 7093 (DIN 9021) Frontal view Side view Top view TEL FAX info@modersohn.de Version

12 Hanging pull anchor Overview Technical data / Measurement table FB-H1 / FB-H2 Hanging pull anchor Load level Design load V Rd Wall distance b 6,0 kn 8,5 kn 13,5 kn 16,0 kn 22,0 kn 38,0 kn 48,0 kn 70,0 kn 8,10 kn 11,48 kn 18,23 kn 21,60 kn 29,70 kn 51,30 kn 64,80 kn 94,50 kn h x α h x α h x α h x , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,0 Mounting part FB-HE-6,0 FB-HE-8,5 FB-HE-13,5 FB-HE-16,0 FB-HE-22,0 FB-HE-38,0 FB-HE-48,0 FB-HE-70,0 Threaded rod M8 M10 M12 M16 M16 M20 M24 M27 Width across flat α h x α h x α h x α h x α FB-H1 Scope of supply Hanging pull anchor, standard, upper part Hanging pull anchor, middle part 3x hex nut DIN EN ISO 4032 (DIN 934) 3x washer DIN EN ISO 7089 (DIN 125) Threaded rod A4-70 MHK bolt up to LL 22.0 kn Text for invitation to tender... pc. MOSO precast fixing FB-H ) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Wall distance acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to documentation FB-H2 Scope of supply Hanging pull anchor, twin, upper part Hanging pull anchor, middle part 3x hex nut DIN EN ISO 4032 (DIN 934) 3x washer DIN EN ISO 7089 (DIN 125) 2x washer DIN EN ISO 7093 (DIN 9021) Threaded rod A4-70 MHK bolt up to LL 22.0 kn Text for invitation to tender... pc. MOSO precast fixing FB-H ) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Wall distance acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to documentation Order example: FB - H Design Wall distance Load level 12 Version 1.1

13 Hanging pull anchor Overview Technical data / Measurement table FB-H1A / FB-H2A Load level Design load V Rd 6,0 kn 8,5 kn 13,5 kn 16,0 kn 22,0 kn 38,0 kn 48,0 kn 70,0 kn 8,10 kn 11,48 kn 18,23 kn 21,60 kn 29,70 kn 51,30 kn 64,80 kn 94,50 kn Wall distance b h xa α h xa α h xa α h xa , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , ,0 Mounting part FB-HE-6,0 FB-HE-8,5 FB-HE-13,5 FB-HE-16,0 FB-HE-22,0 FB-HE-38,0 FB-HE-48,0 FB-HE-70,0 Threaded rod M8 M10 M12 M16 M16 M20 M24 M27 Width across flat FB-H1A α h xa α h xa α h xa α h xa α Scope of supply Hanging pull anchor, Attika, upper part Hanging pull anchor, middle part 3x hex nut DIN EN ISO 4032 (DIN 934) 3x washer DIN EN ISO 7089 (DIN 125) 2x washer DIN EN ISO 7093 (DIN 9021) Threaded rod A4-70 MHK bolt up to LL 22.0 kn Edge protection profile Text for invitation to tender... pc. MOSO precast fixing FB- H1A-150 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Wall distance acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to documentation FB-H2A Scope of supply Hanging pull anchor, twin, upper part Hanging pull anchor, middle part 3x hex nut DIN EN ISO 4032 (DIN 934) 3x washer DIN EN ISO 7089 (DIN 125) 4x washer DIN EN ISO 7093 (DIN 9021) Threaded rod A4-70 MHK bolt up to LL 22.0 kn Edge protection profile Text for invitation to tender... pc. MOSO precast fixing FB- H2A-150 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Wall distance acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to documentation Cross-references for additional information Side 26, 28, Topic Accessories precast concrete slabs DZA; DS and VD Basic static data Assembly and mounting instructions TEL FAX info@modersohn.de Version

14 Basic static data Determination of anchoring forces and the selection of the required fixing material for anchoring a façade panel: For fastening a suspended façade panel, two hanging pull anchors are required for vertical loads due to self-weight and four horizontal anchors (generally pressure screws) to secure the wall distance. Hanging pull anchor Actions (DIN EN ): G k = vertical load from proportionate self-load of panel (½ weight of panel when suspended symmetrically) W k = wind load per horizontal anchor (¼ wind load on panel; with differing projections of supports or with peak suction, the horizontal loads must be determined more precisely) W D,k = c pe,1 * q ref * proportionate surface (wind pressure) W S,k = c pe,1 * q ref * proportionate surface (wind suction) Partial safety factors for actions: Proof of supporting structure: γ G,sup = 1.35 constant actions with self-weight γ Q = 1.50 variable actions with wind load Proof of position stability γ G,stb = 0.90 constant actions (stabilising) with self-weight γ Q = 1.50 variable actions with wind load Anchoring forces: Hanging pull anchors V d = γ G * G k vertical load in anchor H d = V d * tan α horizontal load in anchor R d = 2 2 V d + H d resulting oblique tension load in anchor Pressure screws: D o,d = D o,g,d + D o,w,d horizontal load top D u,d = D u,g,d + D u,w,d horizontal load bottom D o,g,d = γ G,sup * G k horizontal load from self-weight max. D o,w,d = γ Q * W D,k horizontal load top (wind pressure) min. D o,w,d = γ Q * W S,k horizontal load bottom (wind suction) D u,g,d = γ G,sup * G k horizontal load bottom from self-weight max. D u,w,d = γ Q * W D,k horizontal load bottom (wind pressure) min. D u,w,d = γ Q * W S,k horizontal load bottom (wind suction) Inspection of position stability (DIN EN 1990): If γ G,stb * min. D o,g,k + γ Q * min. D o,w,k < 0 If γ G,stb * min. D u,g,k + γ Q * min. D u,w,k < 0 suction protection required for top (e.g. push-pull anchor) suction protection required for bottom (e.g. push-pull anchor) Calculation: ΣM A = 0 : D u,g,d = (H d * h 2 + V d * e) / h 1 max. D u,d = D u,g,d + max. D u,w,d min. D u,d = D u,g,d - min. D u,w,d ΣH = 0 : D o,g,d = H d - D u,g,d max. D o,d = D o,g,d + max. D o,w,d min. D o,d = D o,g,d - min. D o,w,d with: h 1 = distance between pressure screws (see sketch) h 2 = distance between hanging pull anchor and pressure screw, top (see sketch) e = half thickness of panel (f/2) 14 Version 1.1

15 Static system Wind suction W D,d Wind pressure W D,d alternatively: Please note Angle of inclination Due to the new manner of construction, no offset torque must be accounted for when calculating the attachment point! TEL FAX info@modersohn.de Version

16 Assembly instructions FB-H 1.1 Components of mounting part type Components of mounting part type Attaching the auxiliary construction Hanging pull anchor The mounting part with load levels 6.0 kn 22.0 kn consists of an MOS anchor rail, two head bolts and two lateral sheets for connecting the reinforcement loops. The MOS anchor rail contains a recess unit made of PE foam. The mounting part with load levels 38.0 kn 70.0 kn consists of a bracket, two head bolts and two lateral sheets for connecting the reinforcement loops. The mounting part can be attached to an auxiliary construction (e.g. board) with the help of two nails. There are two nail holes on the back of the MOS anchor rail for this purpose. The auxiliary construction and the mounting part can subsequently be flush-mounted to the formwork. 2.1 Assembly of the supplementary reinforcement 2.2 Assembly of the supplementary reinforcement The reinforcement loops are hooked into the designated holes in the lateral sheets. The reinforcement loops are hooked into the designated holes in the lateral sheets. 3.2 Attaching the auxiliary construction The mounting part can be attached to an auxiliary construction (e.g. board) with the help of an included hexagon nut and a washer. The auxiliary construction must have a hole to match the size of the hexagon nut. The auxiliary construction and the mounting part can subsequently be flush-mounted to the formwork. Load level T inst [Nm] Connection bolt Width across flat 6,0 kn 15 M ,5 kn 25 M ,5 kn 60 M ,0 kn 60 M ,0 kn 120 M ,0 kn 240 M ,0 kn 240 M ,0 kn 420 M24 36 General information The precast part remains suspended on the crane over the entire assembly process. The hexagon nut on the threaded rod in the middle part of the hanging pull anchor system may only be rotated manually to adjust the height. To do this, the precast part must be lifted to allow for a load relief. If the horizontal distance b between the in-situ concrete and the precast part should deviate after the hanging pull anchor system has been delivered, the vertical mounting dimension h x or h xa also changes accordingly. This may make it necessary to adjust the threaded rod in the middle part. 16 Version 1.1

17 4.1 Attaching the installation part to the mounting part The installation part of the hanging pull anchor system consists of an upper part (available in four different designs) and a middle part (available in two different designs). This installation part is delivered completely pre-assembled. Prior to installing the hanging pull anchor, the recess unit must be removed from the MOS anchor rail. Then the installation part is connected to the mounting part with the aid of an MHK bolt, washer and hexagon nut. The anchor rail allows for horizontal adjustment. The tightening torques indicated in the table on page 16 must be adhered to. 4.2 Attaching the installation part to the mounting part The installation part of the hanging pull anchor system consists of an upper part (available in four different designs) and a middle part (available in two different designs). This installation part is delivered completely pre-assembled. The installation part is connected to the mounting part with the aid of a washer and a hexagon nut. The tightening torques indicated in the table on page 16 must be adhered to. Recess unit 5.1 Attaching the installation part to the in-situ concrete The upper part of the hanging pull anchor system is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. The tightening torques must be taken from the respective approvals and must be adhered to. A vertical adjustment of the precast part can be made by means of the stepless adjustment of the hexagon nut on the threaded rod. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote can be ordered separately). 5.2 Attaching the installation part to the in-situ concrete The upper part of the hanging pull anchor system is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. The tightening torques must be taken from the respective approvals and must be adhered to. The longitudinal holes in the upper part allow for a horizontal adjustment. A vertical adjustment of the precast part can be made by means of the stepless adjustment of the hexagon nut on the threaded rod. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote can be ordered separately). TEL FAX info@modersohn.de Version

18 Clamping anchor Standard design FB-E The MOSO precast fixing FB-E is a clamping anchor for parapet elements. Clamping anchor In order to achieve a uniform distribution of load, each concrete element is braced with at least two anchors. When using more than two anchors, the design with adjusting screw must be used. The clamping anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Product information s: 1 8 Wall thicknesses: up to 200 mm (> on request) Material: approved stainless steel Certification: structural analysis Serrated washer Serrated washer Pressure distribution plate Slotted washer Pressure distribution plate Slotted washer Standard design FB-E Attika design FB-EA FB-E FB-EA c b h t Profile cross-section 18 Version 1.1

19 Technical data / Measurement table Standard lengths L in mm with wall distance b 0-40 mm mm mm mm LL x Ø x Ø x Ø x Ø x Ø x Ø x Ø x Ø Max. US t = 3 mm US t = 6 mm gez. US t = 5 mm DVP mounting size Length SL Ø Length SL Ø Length RL Ø Length t 1 M M M M M M M M Select accessories set 2 with mounting size M16. FB-E / FB-EA Longitudinal hole Mounting accessories Anchoring depth t e Panel thickness f min d s Reinforcement i l b Order example: FB - E Page Design Profile Length Cross-references for additional information Topic Basic static data Assembly and mounting instructions Scope of supply Parapet panel anchor Serrated washer 1x slotted washer t = 3 mm 1x slotted washer t = 6 mm Pressure distribution plate Text for invitation to tender... pc. MOSO precast fixing FB-E-4 1) ) including officially approved dowel for cracked concrete, delivery and proper installation. 1) Profile size acc. to table 2) Profile length acc. to table TEL FAX info@modersohn.de Version

20 Clamping anchor with adjustment FB-EJ The MOSO precast fixing FB-EJ is a clamping anchor for parapet elements. The system allows for the quick and easy compensation of structural tolerances using the adjusting screw. Clamping anchor In order to achieve a uniform distribution of load, each concrete element is braced with at least two anchors. When using more than two anchors, a uniform distribution of load must also be ensured. The clamping anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Product information s: 1 8 Wall thicknesses: up to 200 mm (> on request) Material: approved stainless steel Certification: structural analysis Adjusting screw Serrated washer Adjusting screw Serrated washer Pressure distribution plate Slotted washer Pressure distribution plate Slotted washer Standard design FB-EJ Attika design FB-EJA FB-EJ FB-EJA c b h t Profile cross-section 20 Version 1.1

21 Technical data / Measurement table Standard lengths L in mm with wall distance b 0-40 mm mm mm mm LL x Ø x Ø x Ø x Ø x Ø x Ø x Ø x Ø Max. US t = 3 mm US t = 6 mm gez. US t = 5 mm DVP Pressure mounting size Length SL Ø Length SL Ø Length RL Ø Length t screw 1 M M16 2 M M16 3 M M20 4 M M24 5 M M30 6 M M30 7 M M30 8 M M30 Select accessories set 2 with mounting size M16. FB-EJ / FB-EJA Longitudinal hole Mounting accessories Anchoring depth t e Panel thickness f min d s Reinforcement i l b Order example: FB - EJ Page Design Profile Length Cross-references for additional information Topic Basic static data Assembly and mounting instructions Scope of supply Parapet panel anchor Serrated washer 1x slotted washer t = 3 mm 2x slotted washer t = 6 mm Hexagon nut acc. to DIN EN ISO 4017 (DIN 933) Pressure distribution plate Text for invitation to tender... pc. MOSO precast fixing FB-EJ-4 1) ) including officially approved dowel for cracked concrete, delivery and proper installation. 1) Profile size acc. to table 2) Profile length acc. to table TEL FAX info@modersohn.de Version

22 Basic static data Clamping anchor Determination of anchoring forces and the selection of the required fixing material for anchoring a façade panel: The required profile of the clamping anchor is roughly determined by defining the torque M y,d and the shear force V z,d on support A of the clamping anchor for all forces acting on the respective anchor (façade panel, wind, beam load, etc.) and then balancing them with the bearing values according to the table. Actions (DIN EN ): G k = vertical load from proportionate self-load of façade panel V k = vertical load from proportionate self-load (e.g. flower trough) H k = horizontal load from beam load W k = horizontal load from wind load If the clamping anchors are arranged symmetrically, ½ of the panel length must be applied as the load drawing length for each. If the varying load drawing lengths vary, they must be determined more precisely. Partial safety factors for actions: γ G,sup = 1.35 constant action with self-weight γ Q = 1.50 variable action with beam and wind load Anchoring forces: D d = max. {V z,d ; M y,d / y} support A Z d = M y,d / y support B Q d = N d support B with: y = z - b - 50mm 65mm inner lever arm z = L - t e visible part of clamping anchor Calculation: V z,d = γ G,sup * G k + γ G,sup * V k vertical load on support A N d = γ Q * H k + γ Q * W k horizontal load on support B M y,d = γ G,sup * G k * (f/2 + b + 50mm) from self-weight + γ G,sup * V k * (a1 + f/2 + b + 50mm) from self-weight (e.g. flower trough) + γ Q * H k * h 1 from horizontal load (e.g. beam load) + γ Q * W k * e w from wind load V R,d V z,d shear load analysis ω v L_ M y,k * a * + a_ i 3 2 E * I y vertical displacement max. ω v = (t e + b + 50mm) / 150 with: a = f/2 + b + 50mm L i = z - 65mm + f/2 Cross-section values Profile type A [mm²] I y [mm 4 ] I z [mm 4 ] W y,el [mm 3 ] W z,el [mm 3 ] Material constants f y,k [N/mm²] E-Modul [N/mm²] Bearing values Profile type M pl,y,d [kncm] M pl,z,d [kncm] N pl,d [kn] V pl,z,d [kn] 52,9 56,7 85,7 104,1 136,5 163,8 196,5 258,7 V Rd [kn] 17,5 18,7 28,3 34,4 45,0 54,0 64,8 85,4 22 Version 1.1

23 Static system Wind suction W D,d Wind pressure W D,d Please note In order to achieve a uniform distribution of load, each concrete element is braced with at least two anchors. When using more than two anchors, the design with adjusting screw must be used. TEL FAX info@modersohn.de Version

24 Assembly instructions FB-E Clamping anchor FB-E: Dowel mounting FB-E: Rail mounting Installing the clamping anchor in the precast concrete part The clamping anchor is installed in the precast concrete part in such a way that the rear reinforcement rods have a concrete covering towards the inside of the precast part of at least 25 mm. The reinforcement rods must have sufficient concrete covering all around. Please note the following during installation: The height of the mounting part depends on the mounting level of the clamping anchor on the upper edge of the ceiling. The lower edge of the profile should be h = 5 10 mm above this mounting level so that there is enough clearance for the adjustment. If the clamping anchor is mounted in a recess, as shown in the sketches, the mounting measurement depends on the lower edge of this recess plus the measurement h. Installing the clamping anchor on the ceiling The clamping anchor is fastened to the ceiling with an officially approved dowel or MOSO-CE anchor rail. A height compensation can be made on the tension bearing by means of the included slotted washers. To do this, the mounting accessories of the respective anchor must be used according to the table. If the anchor is to be mounted in a recess to be cast later, the profile must be coated with soft insulation. This allows the accommodation of temperature-dependent changes of length. Cross-references for additional information Page 19 Topic Mounting accessories 24 Version 1.1

25 Assembly instructions FB-EJ FB-EJ: Dowel mounting FB-EJ: Rail mounting Mounting the clamping anchor in the precast concrete part The clamping anchor is installed in the precast concrete part in such a way that the rear reinforcement rods have a concrete covering towards the inside of the precast part of at least 25 mm. The reinforcement rods must have sufficient concrete covering all around. Please note the following during installation: The height of the mounting part depends on the mounting level of the clamping anchor on the upper edge of the ceiling. The lower edge of the profile should be h = mm above this mounting level so that there is enough clearance for the adjustment. If the clamping anchor is mounted in a recess, as shown in the sketches, the mounting measurement depends on the lower edge of this recess plus the measurement h. Installing the clamping anchor on the ceiling The clamping anchor is fastened to the ceiling with an officially approved dowel or MOSO-CE anchor rail. A height compensation can be made on the tension bearing by means of the included slotted washers as well as with the adjusting screw on the pressure bearing. To do this, the mounting accessories of the respective anchor must be used according to the table. The pressure distribution plate is shimmed at the lower end of the screw in such a way that the screw is located in the recess of the plate. The hexagon bolt may only be rotated manually to adjust the height, during which the precast part must be lifted for load relief. In order to minimise the risk of cold welding, a lubricant must be applied (e.g. Molykote ). If the anchor is to be mounted in a recess to be cast later, the profile must be coated with soft insulation. This allows the accommodation of temperaturedependent changes of length. Cross-references for additional information Page 21 Topic Mounting accessories TEL FAX info@modersohn.de Version

26 Pressure screws FB-DS Pressure screws The MOSO precast fixing FB-DS is used for the horizontal support of façade panels. The acting pressure forces are absorbed in combination with hanging pull anchors. It is connected to the precast part by means of the officially approved threaded sleeve FB-M. The mounting part must be ordered separately. Diameter: Wall distances: M12 M24 up to 300 mm larger distances on request Material: A4-70; Certification: structural analysis Diameter: Material: Certificate: Product information FB-DS1, FB-DS2 Product information FB-M M12 M20 approved stainless steel national technical approval Pressure screw Threaded sleeve FB-DS1 Pressure screw Pressure plate Threaded sleeve FB-DS2 FB-DS1 / FB-DS2 Dis- Pressure Thread length l Mounting part place- ment DS2 plate for a at wall distance b in mm [ - ] M FB-M12K ± / 80 / FB-M12L ± / 80 / M FB-M16K ± / 80 / FB-M16L ± / 80 / M FB-M20K ± / 100 / FB-M20L ± / 100 / M FB-M24 ± / 100 / The threaded sleeve is only to be used for FB-DS2. The mounting part FB-M24 is not subject to approval. SW Order example: FB - DS1 - M12 x 130 Design Size of thread Thread length Order example: FB - M12 Size of thread Design L 26 Version 1.1

27 Technical data / Measurement table Boundary conditions Edge distance Min. concrete Tensile load F Z, Rd FB-DS1 Bearing capacity (without reinforcement) Pressure load at wall distance b in mm F D, Rd [kn] Panel thickness c 1,min ; quality FB- f [kn] min c 2,min M12K 70 mm 50 mm C25/30 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 3,15 M12L 100 mm 75 mm C25/30 8,54 8,54 8,54 8,54 8,54 8,54 8,54 8,54 7,92 7,02 6,25 5,60 5,04 4,55 M16K 80 mm 75 mm C25/30 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 6,05 M16L 120 mm 100 mm C25/30 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 12,13 M20K 100 mm 75 mm C30/37 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 8,80 M20L 140 mm 125 mm C30/37 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 24,93 Scope of supply Nailing plate Pressure screw FB-DS1: Installation condition Boundary conditions Edge distance Minimum concrete FB-DS2 Bearing capacity (with minimum reinforcement Q188 + pressure plate) Tensile load F Z, Rd Pressure load at wall distance b in mm F D, Rd [kn] Panel thickness c 1,min ; quality FB- f [kn] min c 2,min M12K 70 mm 285 mm C25/30 3,15 12,84 10,16 9,21 8,34 7,55 6,83 6,19 5,61 5,10 4,64 4,24 3,88 3,56 M12L 100 mm 350 mm C25/30 8,54 19,55 17,28 15,18 13,30 11,64 10,20 8,97 7,92 7,02 6,25 5,60 5,04 4,55 M16K 80 mm 250 mm C25/30 6,05 12,64 12,64 12,64 12,64 12,64 12,64 12,64 12,64 12,64 12,64 12,64 12,64 12,64 M16L 120 mm 350 mm C25/30 12,13 30,97 30,97 30,97 30,97 29,43 26,75 24,28 22,04 20,02 18,21 16,59 15,16 13,88 M20K 100 mm 375 mm C30/37 8,80 22,91 22,91 22,91 22,91 22,91 22,91 22,91 22,91 22,91 22,91 22,91 22,91 22,91 M20L 140 mm 500 mm C30/37 24,93 49,20 49,20 49,20 49,20 49,20 49,20 45,94 42,55 39,39 36,45 33,73 31,24 28,95 M mm 425 mm C30/37-41,84 41,84 41,84 41,84 41,84 41,84 41,84 41,84 41,84 41,84 41,84 41,84 41,84 M mm 500 mm C30/37-57,33 57,33 57,33 57,33 57,33 57,33 57,33 57,33 57,33 57,33 57,33 54,59 51,18 Scope of supply Nailing plate Pressure screw Pressure plate Hex nut DIN EN ISO 4032 (DIN 934) FB-DS2: Installation condition Please note Page 28, 30ff Cross-references for additional information Topic In case of tensile loads, a suction protection device on the in-situ concrete must be planned. (e.g. FB-DZA ; FB-ZH) TEL FAX info@modersohn.de Threaded sleeves (e.g. FB-M12L) to be set in concrete should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-DS1 1) -M12 2) x130 3) as accessory for precast concrete façade panels, delivery and proper installation. 1) Design acc. to table 2) Thread size acc. to table 3) Thread length acc. to table Version

28 Push-pull anchor: FB-DZA Push-pull anchor: The MOSO precast fixing FB-DZA is used for the horizontal suction protection of façade panels. This is used in combination with pressure screw FB-DS. It is connected to the precast part by means of the officially approved threaded sleeve FB-M. The mounting part and the pressure screw must be ordered separately. Load levels: Material: Certification: Product information kn approved stainless steel structural analysis Washer Longitudinal hole LH for pressure screw Round hole Ød for anchoring Adjusting screw Round hole with internal thread for adjusting screw FB-DZA FB-DZA Load level Adm. Dimensions [kn] pressure screws l a t x y Ø d LL 2,0 M x 40 3,5 M12 / M x 40 6,0 M16 / M x 40 See table "Pressure screws" for the admissible compressive forces. Order example: FB - DZA M16 Design Load level Pressure screw size Scope of supply Anchor plate with hex. bolt DIN EN ISO 4017 (DIN 933) pre-assembled Washer DIN 7349 acc. to pressure screw size Please note The pressure screw and the threaded sleeve to be set in concrete must be tendered separately. Page Cross-references for additional information Topic Pressure screw FB-DS Assembly and mounting instructions Text for invitation to tender...pc. MOSO precast fixing FB-DZA-3.5 1) -M16 2) including dowel for cracked concrete as accessory for precast concrete panels, delivery and proper installation. 1) Load level acc. to table 2) Adm. pressure screw acc. to table 28 Version 1.1

29 Technical data / Measurement table FB-DZA Load level Dimensioning load F H,Rd [kn] Recommended mount Adjusting screw Adm. pressure screws [kn] 2,0 3,00 FAZ II 10/50 M10 x 40 M12 3,5 5,25 FAZ II 12/60 M12 x 40 M12 / M16 6,0 9,00 FAZ II 16/50 M16 x 50 M16 / M20 The proof of anchoring must be provided in consideration of the respective boundary conditions. See table "Pressure screws" for the admissible compressive forces. Nailing plate FB-DZA: Installation condition Assembly instructions FB-DZA The pressure screw FB-DS1 or FB-DS2 with previously mounted washer is guided through the longitudinal hole of the plate. The pressure screw is screwed into the embedded threaded sleeve FB-M of the precast part. The distance of the precast part to the in-situ concrete can be set exactly by rotating the pressure screw. The plate is pre-mounted on the in-situ concrete using the officially approved dowel or MOSO-CE anchor rail. When setting the anchor, the offset dimension x (distance between longitudinal hole of pressure screw and round hole of anchor) must be noted. The plate can be mounted in any direction radially around the pressure screw. The adjusting screw is used to set the plate parallel to the wall. The dowel or MHK screw is subsequently tightened with the required tightening torque Tinst. TEL FAX info@modersohn.de Version

30 Serrated restraining anchor with hammer-head bolt FB-ZH Due to its positive connection to the installed MOSO-CE anchor rail, the serrated restraining anchor with welded-in hammer-head bolt can be pressure- and tension-loaded. Serrated restraining anchor The serration on the plate guarantees an optimal force transmission and, with the longitudinal hole, allows for precise adjusting. The serrated restraining anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Load levels: System length: Material: Certification: Product information kn up to 200 mm (> by request) approved stainless steel structural analysis FB-ZH: Installation condition Technical data / Measurement table Typ F H,Rd [kn] ± 3,5 ± 5,25 ± 7,0 ± 10,50 FB-ZH Spacing a 1 Longitu- Length Displacement l dinal hole ±30 12x ±25 14x70 The proof of anchoring must be provided in consideration of the respective boundary conditions. Order example: FB - ZH Design Spacing Load level Load level (tensilecompressive) [kn] Dimensioning load Dimensions Recommended mount Dowel FAZ II 10/10 A4 FAZ II 12/10 A4 Anchor rail MBA-CE 28/15 L=150mm MHK 28/15 M10x30 MBA-CE 38/17 L=150mm MHK 38/17 M12x40 Scope of supply Serrated retraining anchor with welded-in hammer-head bolt, pre-assembled hex nut and washer Serrated washer Please note Parts to be set in concrete (MOSO-CE anchor rails) and installation accessories should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-ZH-150 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Distance a 1 acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to table 30 Version 1.1

31 Serrated restraining anchor U-profile FB-ZU Due to its positive connection to the installed MOSO-CE anchor rail, the serrated restraining anchor with welded-in MHK bolt can be pressure- and tension-loaded. The FB-ZU is specially designed for high loads and great shell distances. The serration on the plate guarantees an optimal force transmission and, with the longitudinal hole, allows for precise adjusting. The serrated restraining anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Product information Load levels: System length: Material: Certification: kn up to 325 mm (> by request) approved stainless steel structural analysis FB-ZU: Installation condition Technical data / Measurement table F H,Rd [kn] ± 7,0 ± 10,50 ± 12,0 ± 18,00 FB-ZU Spacing a 1 Longitudinal hole Length Displacement l ±25 14x ±25 18x The proof of anchoring must be provided in consideration of the respective boundary conditions. Order example: FB - ZU Design Spacing Load level Load level (tensilecompressive) [kn] Dimensioning load Dimensions Recommended mount Dowel FAZ II 12/30 A4 FAZ II 16/25 A4 Anchor rail MBA-CE 38/17 L=150mm MHK 38/17 M12x40 MBA-CE 50/31 L=150mm MHK 50/30 M16x50 Scope of supply Serrated retraining anchor with weldedin MHK bolt, pre-assembled hex nut and washer Serrated washer Please note Parts to be set in concrete (MOSO-CE anchor rails) and installation accessories should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-ZU-250 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Distance a 1 acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to table TEL FAX info@modersohn.de Version

32 Serrated restraining anchor with bracket FB-ZW Serrated restraining anchor The serrated restraining anchor with bracket can be fastened to the insitu concrete with an officially approved dowel or a MOSO-CE anchor rail. Tensile and compressive loads can be absorbed on the lower and upper side of the precast part. The serration on the plate guarantees an optimal force transmission and, with the longitudinal hole, allows for precise adjusting! Please refer to the table for the dimensions. Load levels: System length: Material: Certification: Product information kn up to 200 mm (> by request) approved stainless steel structural analysis FB-ZW: Installation condition Technical data / Measurement table F H,Rd [kn] ± 3,5 ± 5,25 ± 7,0 ± 10,50 FB-ZW Spacing a 1 Longitudinal hole Length Displacement l ±30 12x ±25 14x The proof of anchoring must be provided in consideration of the respective boundary conditions. Order example: FB - ZW Design Spacing Load level Load level (tensilecompressive) [kn] Dimensioning load Dimensions Recommended mount Dowel FAZ II 10/10 A4 FAZ II 12/10 A4 Anchor rail MBA-CE 28/15 L=150mm MHK 28/15 M10x30 MBA-CE 38/17 L=150mm MHK 38/17 M12x40 Scope of supply Serrated restraining anchor Serrated washer Please note Parts to be set in concrete (MOSO-CE anchor rails) and installation accessories should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-ZW-150 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Distance a 1 acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to table 32 Version 1.1

33 Serrated restraining anchor with bracket without reinforcement FB-ZWO The serrated restraining anchor with bracket without reinforcement is a structural anti-tilt device for small loads. The serration on the plate guarantees an optimal force transmission and, with the longitudinal hole, allows for precise adjusting! The serrated restraining anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Product information Load levels: System length: Material: Certification: 1.0 kn up to 325 mm (> by request) approved stainless steel structural analysis FB-ZWO: Installation condition Technical data / Measurement table F H,Rd [kn] ± 1,0 ± 1,50 FB-ZWO Spacing a 1 Longitudinal hole Length Displacement l ±30 12x The proof of anchoring must be provided in consideration of the respective boundary conditions. Order example: FB - ZWO Design Spacing Load level Load level (tensilecompressive) [kn] Dimensioning load Dimensions Recommended mount Dowel FAZ II 10/10 A4 Anchor rail MBA-CE 28/15 L=150mm MHK 28/15 M10 x 30 Scope of supply Serrated restraining anchor Serrated washer Please note Parts to be set in concrete (MOSO-CE anchor rails) and installation accessories should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-ZWO-150 1) -1,0 2) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Distance a 1 acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to table TEL FAX info@modersohn.de Version

34 Serrated restraining anchor with hammer head FB-ZK The serrated restraining anchor with hammer head is the installationfriendly solution for absorbing low tensile loads from precast parts. Serrated restraining anchor The serration on the plate guarantees an optimal force transmission and, with the longitudinal hole, allows for precise adjusting! The serrated restraining anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Load levels: System length: Material: Certification: Product information 3.5 kn up to 325 mm (> by request) approved stainless steel structural analysis FB-ZK: Installation condition Technical data / Measurement table Load level (tensile) [kn] F H,Rd [kn] 3,50 5,25 FB-ZK Distance a 1 Longitudinal hole Length Displacement l ± 30 12x The proof of anchoring must be provided in consideration of the respective boundary conditions. Order example: FB - ZK Design Spacing Load level Dimensioning load Dimensions Recommended mount Dowel FAZ II 10/10 A4 Anchor rail MBA-CE 28/15 L=150mm MHK 28/15 M10x30 Scope of supply Serrated restraining anchor Serrated washer Please note Parts to be set in concrete (MOSO-CO anchor rails) and installation accessories should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-ZK-150 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Distance a 1 acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to table 34 Version 1.1

35 Serrated restraining anchor with round hole FB-ZL The serrated restraining anchor with round hole is the standard solution for absorbing tensile and compressive loads on the upper edge of the precast part. The serration on the plate guarantees an optimal force transmission and, with the longitudinal hole, allows for precise adjusting! The serrated restraining anchor is fastened to the in-situ concrete with an officially approved dowel or a MOSO-CE anchor rail. Please refer to the table for the dimensions. Product information Load levels: System length: Material: Certification: kn up to 350 mm (> by request) approved stainless steel structural analysis FB-ZL: Installation condition Technical data / Measurement table Load level Dimensioning load (tensilecompressive) F H,Rd [kn] [kn] ± 3,5 ± 5,25 FB-ZL Round hole d ±30 12x70 12 The proof of anchoring must be provided in consideration of the respective boundary conditions. Order example: FB - ZL Design Spacing Load level Dimensions Spacing Length Displacement a 1 l Longitudinal hole ± 7,0 ± 10, ±25 14x Recommended mount Dowel FAZ II 10/10 A4 FAZ II 12/10 A4 Anchor rail MBA-CE 28/15 MHK 28/15 M10x30 MBA-CE 38/17 MHK 38/17 M12x40 Scope of supply Serrated restraining anchor Serrated washer Please note Parts to be set in concrete (MOSO-CO anchor rails) and installation accessories should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing FB-ZL-150 1) ) including officially approved dowel for cracked concrete 3), delivery and proper installation. 1) Distance a 1 acc. to table 2) Load level acc. to table 3) Attachment in-situ concrete acc. to table TEL FAX info@modersohn.de Version

36 Anchor bar FB-VD Anchor bars allow the transmission of shear forces between two precast parts. Anchor bar A round sleeve is embedded into the bottom of the upper panel and grout sleeve is embedded into the top of the lower panel. Please refer to the table for the dimensions. Product information Load levels: kn Material: approved stainless steel Certification: structural analysis Required Supplementary reinforcement Mounting part, top Grout Mounting part, bottom Supplementary reinforcement is not included in scope of supply FB-VD: Installation condition Technical data / Measurement table Load level [kn] Dimensioning load F H,Rd [kn] Diameter Ø d Dimensions Length l Panel thickness f min FB-VD Joint thickness a max Mounting parts Plastic sleeve top bottom round oval round oval ± 1,0 ± 1, Ø12x 80 - Ø40x /32x 120 ± 2,5 ± 3, Ø16x /18x 100 Ø40x /32x 120 ± 5,0 ± 7, Ø20x /21x 140 Ø40x /32x 120 Round bolts A4 Scope of supply Please note Parts to be set in concrete (plastic sleeve) should be tendered separately. Order example: FB - VD - 16 x 200 Design Diameter Length Text for invitation to tender...pc. MOSO precast fixing FB-VD-16x200 1), delivery and proper installation. 1) acc. to table 36 Version 1.1

37 Other products Here you can find additional products from our range. Please contact our Service Team for any questions about technical details. Clamp couplings The clamp coupling FB-SPV allows for the transmission of tensile and compressive forces between to concrete elements. It consists of a clamp sleeve and two MHK bolts with a left-hand and a right-hand thread. The clamp sleeve can be used to compensate for construction tolerances. Product information FB-SPV Other products Load levels: Diameter: Material: Certification: kn M12 and M16 approved stainless steel structural analysis Stud bolt anchor FB-SBA The stud bolt anchor FB-SBA allows for the fastening of angle plates near the Attika. The anchor consists of a threaded rod with partial thread and a bearing plate with an internal thread. Product information Diameter: Material: Certification: M24 to M45 approved stainless steel structural analysis Gallows anchor FB-G The gallows anchor FB-G absorbs vertical loads and is suitable for the erection of precast parts. Product information Load levels: Material: Certification: kn approved stainless steel structural analysis TEL FAX info@modersohn.de Version

38 MOSO-CE anchor rail MBA-CE Anchor rail Officially approved in Europe, anchor rail MBA-CE is used to mount installation parts in in-situ concrete or as a mounting part in the precast part. The MBA-CE anchor rail offers a horizontal or a vertical adjustment option depending on the mounting situation. MOSO hammerhead/hook-head bolts MHK are used as fasteners. Please refer to the table for the dimensions. Product information Profile sizes: see table Additional profile sizes on request Material: approved stainless steel Certificate: European technical approval Anchor Rails with European Technical Approval MBA-CE: Installation condition Technical data / Measurement table MBA-CE Anchor rail 28/15 38/17 40/25 50/31 52/34 53/34 min. h ef min. h nom c min s max s min h min h nom + c nom Please observe notes according to approval ETA-13/0224. Order example: MBA - CE - 50/ Profile type Profile size Profile length Please note The hammer-head/hook-head bolt should be tendered separately. Text for invitation to tender...pc. MOSO precast fixing MBA- CE-50/31 1) ), delivery and proper installation. 1) Profile size acc. to table 2) Profile length acc. to table Profile size Length Bolt size MHK M10 M12 M16 M20 28/15 x x x x x x x x x x x 28/15 x 38/17 x x x x x x x x x x x 38/17 x x 40/25 x x x x x x x x 40/25 x 50/31 x x x x x x x x x 52/34 50/30 x x x x x x x x x x x 53/34 Additional dimensions on request. 38 Version 1.1

39 MOSOCONstructor MOSOCONstructor is a flexible design program for the new European Technical Approval ETA-13/0224 "by engineers, for engineers". In response to the new approval for our MOSO MBA-CE anchor rails, we have developed this special user-friendly software for you. It facilitates the conversion from the previous table-based dimensioning to the flexible designing according to CEN/TS MOSOCONstructor includes such special features as: Intuitive input Software Delay-free designing! Clear presentation thanks to 3D animation Saving and loading of projects Utilization at a glance Statics print-out: 1. Very clearly organised design 2. Results that are easy to track, as all the calculations are represented with a reference to the approval/design procedure. MOSOCONstructor: Quick input Quick calculation Quick output Are you missing the CD? No problem: Request one free of charge at: mosocon@modersohn.de Installation: After receiving the software, simply execute the file "MOSOCONsetup.exe". If you have any questions about the program or about installing the program, feel free to call us at l or send an to mosocon@modersohn.de. We look forward to receiving your call or your ! TEL FAX info@modersohn.de System requirements: Windows XP, Windows 7 or Windows 8, 32/64-bit Version

40 Experience & expertise The company: 1970: Company founded by Wilhelm Modersohn senior We started with the MU anchor for attaching prefabricated façade slabs to concrete 1974: Rental of office and warehouse space 1978: Construction of an office and residential building 1979: Rental of an empty factory building 1984: Own production building on an industrial estate End of the 1990s: expansion of the production facilities, production of stainless steel special and series components for other sectors of industry 2000: Wilhelm Modersohn junior takes over the management To date, the two company managers have registered more than 100 innovations in the field of fastening technology and other sectors of industry at the Munich Patent Office. Patent protection has also been granted for numerous applications 2008/2009: New administration building for the Sales Service Centre and Work Scheduling. Production expansion: 2,500 sqm shipping hall CONSTRUCT Special structures Monument and old-building renovation fastenings Tensioning systems and tie bars Needle anchors Retaining plates and cross stays Substructures Twist clamps Pest-protection structures Special concrete fastenings MBA-CE anchor rails, welded anchorrail structures, bent anchor rails Ribbed reinforcement and reinforcement systems Edge protection and angled stair nosing Tie and weld plates and profiles Mounting plates and profiles Joint coverings and clamping profiles Heavy-duty fastenings, frames, mounts and linings for special structures, such as: Tunnels Bridges Timber structures Swimming pools Glass façades Standard components and anchors in stainless steel Threaded bars (up to 3000mm) Screws, nuts and washers, including customised shapes and sizes Dowel systems in stainless steel FIXINGS Façade fastenings concrete Masonry fastenings MOSO masonry façade fastenings Single-bracket anchors Angle bracket anchors Angled supports Cavity wall ties (wire anchors, special scaffold anchors) MOSO masonry reinforcement - perforated strip MOSO attachments for fixing prefabricated parts to masonry façades MOSO scaffold anchors for masonry façades Attachments for prefabricated parts MOSO supporting anchors for concrete façades Suspension anchors Clamping anchors Bearing and suspension brackets for prefabricated façades MOSO Concrete façade retaining anchors Serrated retaining anchors Compression/tension anchors Pressure struts MOSO anchor rails MBA-CE rails with headed studs ES anchor rails for prefabricated parts STAINLESS Industrial parts Cutting to size in stainless steel Laser cutting Water-jet cutting Cutting with shears Sawing Slit strip die-cutting in series Stainless steel shaping for profiles, linings, ducts, assembly parts etc. Flange profiles Bent profiles Embossed and pressed components Welded structures for troughs, containers, housings, frames etc. WIG welding MAG welding Manual arc welding Laser welding Bolt welding Turned and milled components Automatic turning and milling of components in series Face-milled components Serrated components Threaded components with metric coarse thread Surface finishing in stainless steel Pickling and passivating Blasting with glass beads Dry grinding and deburring Body grinding Tumbling : Expansion of the glass bead blasting systems with 3 blasting rooms; extension of the production, warehouse and staff rooms; increasing the number of welders' workplaces to 20. M-CONSTRUCT: M-FIXINGS: M-STAINLESS: W. Modersohn GmbH & Co. KG Industriestr Spenge Telephone: Fax: info@modersohn.de FIXINGS Façade fastenings concrete

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