Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS

Size: px
Start display at page:

Download "Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS"

Transcription

1 CONCRETE / SOLID STONE USAGE 1. AREAS OF APPLICATION Heavy load-carrying attachments in solid stone, concrete, porous concrete and light concrete Suitable for attachment points close to the edge, since anchoring is free of expansion forces Also suitable as repair mortar or adhesive mortar for concrete components Attachment of anchor rods, threaded collars, reinforcement bars, profiles etc. 2. BENEFITS Can be used in various solid stones Cartridge can be used up to the end of the validity date by replacing the static mixer or resealing cartridge with the sealing cap Water-impermeable joint, i.e. no water can penetrate into the hole at the side of the adhesive compound Accurate dosage of the compound by means of scaling Galvanised steel, stainless steel, high-corrosion-resistant steel 3. PROPERTIES For use with special application gun and static mixers Temperature resistant up to 80 C Application temperature of the cartridge should be at least 20 C Storage temperature from 5 C up to max. 25 C Storage life: 12 months for cartridges 9 months for foil tubes USAGE INSTRUCTIONS UNDERSURFACE: Concrete, solid stone 1. Drill hole with percussion drill 2. Clean drill hole (blow out: 4x, brush out: 4x, blow out: 4x ) 3. Screw mixer to cartridge 4. Squeeze out and discard compound until a homogeneous gray color obtained before use 5. Starting from the back end, fill hole completely with mortar 6. Push anchor up to base of hole whilst turning it slightly 7. Visual check of mortar filling 8. Observe hardening time 9. Install component, apply torque

2 HOLLOW BRICK USAGE USAGE INSTRUCTIONS 1. AREAS OF APPLICATION Used for medium-load applications The injection plug can be used in hollow brick Hlz 4 to DIN 105, sand-lime hollow brick KSL 4 to DIN 106, hollow light concrete brick Hbl 2 to DIN and hollow concrete brick Hbn 4 to DIN Suitable for attachment of façades, projecting roofs, wooden constructions, metal constructions, metal profiles, consoles, railings, grills, sanitary fittings, pipe connections, cable runs etc. 2. BENEFITS Secure anchoring in hollow brick; high load-bearing capacity No expansion effect, allowing attachment points to be placed close to edges etc. Cartridge can be used up to the end of the validity date by re- placing the static mixer or resealing cartridge with the sealing cap 3. PROPERTIES Anchoring by composite form-fitting between injection mortar, sleeve collar, anchor rod and anchoring surface Galvanised steel, stainless steel, high-corrosion-resistant steel 1. Drill hole without percussion drill 2. Clean drill hole (blow out: 2x, brush out: 2x, blow out: 2x ) 3. Screw mixer to cartridge 4. Squeeze out and discard compound until a homogeneous gray color obtained before use 5. Insert perforated sleeve Reaction characteristics Underground Temperature Curing start Curing end dry underground Curing end wet underground + 5 C 25 Min. 120 Min. 240 Min. 6. Starting from the back end, fill perforated sleeve with mortar 7. Push anchor up to base of sleeve whilst turning it slightly + 10 C 15 Min. 80 Min. 160 Min C 6 Min. 45 Min. 90 Min C 4 Min. 25 Min. 50 Min C 2 Min. 20 Min. 40 Min. 8. Observe hardening time 9. Install component, apply torque

3 PERFORMANCE DATA CONCRETE FOR STANDARD APPLICATION design values Concrete / Steel M 8 M 10 M 12 M 16 M 20 N Rk [kn] 12,3 18,4 26,0 30,2 48,1 tension load P C20/25 N Rd [kn] 6,9 10,2 14,4 16,8 26,7 safety factor for tension loads 1,8 acc. to ETAG V Rk [kn] 9,8 16,0 22,9 43,2 67,5 steel quality 5.8 V Rd [kn] 7,9 12,8 18,3 34,6 54,0 rec. torque 12,7 25,6 45,1 117,1 229,0 shear load V Rk [kn] 13,8 22,4 32,0 60,5 94,5 steel quality A4 V Rd [kn] 8,8 14,4 20,5 38,8 60,6 rec. torque 14,3 28,7 50,56 131,4 256,8 safety factor for share loads 1,56 acc. to ETAG recommended loads resin Concrete M 8 M 10 M 12 M 16 M 20 load in every direction P C20/25 F rec. [kn] 4,9 7,3 10,3 12,0 19,1 installation parameters edge distance c cr,n [mm] min. edge distance c min [mm] axial distance s cr,n [mm] min. axial distance s min [mm] anchorage depth h ef [mm] minimum partthickness h min [mm] thread diameter d [mm] drill diameter d B [mm] hole diameter in part d Bau [mm] ,5 17,5 22 tightening torgue T inst. [Nm]

4 PERFORMANCE DATA / HOLLOW BRICK r e c o m m e n d e d l o a d s s t a n d a r d s l e e v e s t o n e s t r e n g t h c l a s s M 6 M 8 M 1 0 M 1 2 H l z 4 0, 3 0, 3 0, 3 0, 3 h o llo w b r i c k H l z 6 F r e c. [ k N ] 0, 4 0, 4 0, 4 0, 4 H l z 1 2 0, 7 0, 8 0, 8 0, 8 K S L 4 0, 3 0, 3 0, 3 0, 3 s a n d - lim e h o llo w b r i c k K S L 6 F r e c. [ k N ] 0, 4 0, 4 0, 4 0, 4 K S L 1 2 0, 7 0, 8 0, 8 0, 8 s a n d - lim e s o lid b r ic k K S 1 2 F r e c. [ k N ] 0, 5 1, 7 1, 7 1, 7 s o lid b r ic k M z 1 2 F r e c. [ k N ] 0, 5 1, 7 1, 7 1, 7 lig h t c o n c r e t e h o llo w b r i c k H b l 2 0, 3 0, 3 0, 3 0, 3 F r e c. [ k N ] H b l 4 0, 5 0, 6 0, 6 0, 6 c o n c r e t e h o l l o w b r i c k H b n 4 F r e c. [ k N ] 0, 5 0, 6 0, 6 0, 6 s t a n d a r d s l e e v e 9 x 5 0 x 1 3 x 8 5 [m m ] x x x 1 3 x x x in s t a lla t i o n p a r a m e t e r s s t a n d a r d s l e e v e a x i a l d i s t a n c e p l u g g r o u p s c r,n [ m m ] m i n. a x i a l d i s t a n c e p l u g g r o u p m i n s [ m m ] H l z, K S L, M z, K S = H b l, H b n = H l z, K S L, M z, K S = 5 0 H b l, H b n = a x i a l d i s t a n c e b e t w e e n s i n g e l p l u g s s s i n g l. [ m m ] e d g e d i s t a n c e c c r,n [ m m ] m i n. e d g e d i s t a n c e m i n c [ m m ] d r illin g d e p t h h e f [ m m ] d r illin g d e p t h w i t h o u t s l e e v e h e f [ m m ] m i n i m u m p a r t t h i c k n e s s h m i n [ m m ] d r i l l d i a m e t e r d B [ m m ] h o l e d i a m e t e r i n d a r t d B a u [ m m ] t i g h t e n i n g t o r g u e T in s t. [ N m ]

5 CHARACTERISTIC PROPERTIES as established by MPA Nordrhein-Westfalen Bending tensile strength and compression strength Sample preparation and testing carried out in accordance with EN 196 Part 1; strength determination Bending tensile strength and compression strength were tested on three samples, size 40 x 40 x 160 mm. Load increase to test bending tensile strength: Load increase to test compression strength: (50 ± 10) N/s (2400 ± 200) N/s The results are shown in Table 1 below. Table 1: Bending tensile strength and compression strength Sample no. Age of sample on day of testing Raw density Bending tensile strength Compression strength [Kg/dm³] [N/mm²] [N/mm²] 1 24 hours 1, hours 1, hours 1, Mean value 1, Dynamic elasticity module The dynamic elasticity module was determined on the basis of the resin proportion over the sound duration. The results are shown in Table 2 below. Table 2: Dynamic elasticity module of samples 40 x 40 x 160 mm Sample Raw density [Kg/dm³] Edyn after 24 hours [N/mm²] 1 1, , , Mean value 1,

6 CHARACTERISTIC PROPERTIES as established by MPA Nordrhein-Westfalen Energy at break Sample preparation and testing carried out in accordance with EN 196 Part 1; strength determination. Bending tensile strength and compression strength were tested on five samples, while at the same time determining the energy at break at the relevant maximum load. Sample size 40 x 40 x 160 mm. Test speed, in variance to DIN EN 196: 1 mm/min. The results are shown in Table 3 below. Table 3: Bending tensile strength and compression strength, energy at break Age of sample at testing Properties Extreme values Average value Variation co-efficient % Bending tensile 49,20 51,90 50,50 2,39 24 hours Energy at break at maximum force in bending trial Nm Compression 7,06 8,80 8,19 8,53 90,50 96,90 95,30 2,81 Energy at break at maximum force in compression trial Nm 113,00 132,00 128,00 7,30

Hilti HSV-F Stud anchor

Hilti HSV-F Stud anchor Product Data Sheet Hilti Anchor version Benefits torque-controlled mechanical expansion allows immediate load application HSV-F Carbon steel, hot dipped galvanised, min 42 microns coating thickness setting

More information

A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete.

A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete. A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete. ETA assessed option 1 anchor. Galvanised carbon steel, with 316 (A4) stainless steel expansion

More information

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

1 Input data.   Profis Anchor Company: Specifier: Address: Phone I Fax:   Page: Project: Sub-Project I Pos. No. 1 Specifier's comments: Design of Typical Baseplate B1 according to Max. forces in Node No. (5984), LC19 (1.2D+1.6S+0.8WY CASE B) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V (8.8) M24 Seismic/Filling

More information

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

1 Input data.   Profis Anchor Company: Specifier: Address: Phone I Fax:   Page: Project: Sub-Project I Pos. No. 1 Specifier's comments: Check of Existing Base plate (B6)- According to max. forces on Node No. 11979, LC 1.4(D.L.+WX) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V-F (8.8) M27 Seismic/Filling

More information

The University of Melbourne Engineering Mechanics

The University of Melbourne Engineering Mechanics The University of Melbourne 436-291 Engineering Mechanics Tutorial Four Poisson s Ratio and Axial Loading Part A (Introductory) 1. (Problem 9-22 from Hibbeler - Statics and Mechanics of Materials) A short

More information

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading General Information Mechanical Anchors General Information Power-Stud + SD1 Wedge Expansion Anchor Product Description The Power-Stud+ SD1 anchor is a fully threaded, torque-controlled, wedge expansion

More information

ETAG 001 Edition 2012

ETAG 001 Edition 2012 European Organisation for Technical Approvals Europäische Organisation für Technische Zulassungen Organisation Européenne pour l Agrément Technique ETAG 001 Edition 2012 GUIDELIE FOR EUROPEA TECHICAL APPROVAL

More information

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608 Edward C. Robison, PE, SE ks ATTN: Sean Wentworth 1483 67 th ST Emeryville, CA 94608 02 January 2013 SUBJ: 501 CORTE MADERA AVE, CORTE MADERA, CA 94925 BALCONY GUARD BASE PLATE MOUNTS The guards for the

More information

Load Washers. Force. for Forces of 7, kn. F z. Type 9001A A 9081B, 9091B

Load Washers. Force. for Forces of 7, kn. F z. Type 9001A A 9081B, 9091B Force Load Washers for Forces of 7,5... 1 200 kn Type 9001A... 9071A 9081B, 9091B 1-component force sensor for measuring dynamic and quasistatic forces in z direction. F z Calibrated measuring range 100

More information

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering

Mechanics of Solids. Mechanics Of Solids. Suraj kr. Ray Department of Civil Engineering Mechanics Of Solids Suraj kr. Ray (surajjj2445@gmail.com) Department of Civil Engineering 1 Mechanics of Solids is a branch of applied mechanics that deals with the behaviour of solid bodies subjected

More information

Strength of Material. Shear Strain. Dr. Attaullah Shah

Strength of Material. Shear Strain. Dr. Attaullah Shah Strength of Material Shear Strain Dr. Attaullah Shah Shear Strain TRIAXIAL DEFORMATION Poisson's Ratio Relationship Between E, G, and ν BIAXIAL DEFORMATION Bulk Modulus of Elasticity or Modulus of Volume

More information

DECLARATION OF PERFORMANCE

DECLARATION OF PERFORMANCE EN DECLARATION OF PERFORMANCE DoP No. Hilti HUS3 0672-CPD-0361 1. Unique identification code of the product-type: Hilti Screw Anchor HUS3 2. Type, batch or serial number as required pursuant to Article

More information

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola MECHANICS OF MATERIALS Prepared by Engr. John Paul Timola Mechanics of materials branch of mechanics that studies the internal effects of stress and strain in a solid body. stress is associated with the

More information

Section Installation accessories. > UNION Series > TIES Series > FIXO Series > CABLO Series > FASTY Series > RAILDIN Series

Section Installation accessories. > UNION Series > TIES Series > FIXO Series > CABLO Series > FASTY Series > RAILDIN Series Section > UNION Series > TIES Series > FIXO Series > CABLO Series > FASTY Series > RAILDIN Series 22 23 > CABLE GLANDS WITH DEVICE TO PREVENT ANY UNSCREWING UNION Series B (*) IP8 (1 bar) C A in mm A B

More information

Design of AAC wall panel according to EN 12602

Design of AAC wall panel according to EN 12602 Design of wall panel according to EN 160 Example 3: Wall panel with wind load 1.1 Issue Design of a wall panel at an industrial building Materials with a compressive strength 3,5, density class 500, welded

More information

Mechanical Engineering Ph.D. Preliminary Qualifying Examination Solid Mechanics February 25, 2002

Mechanical Engineering Ph.D. Preliminary Qualifying Examination Solid Mechanics February 25, 2002 student personal identification (ID) number on each sheet. Do not write your name on any sheet. #1. A homogeneous, isotropic, linear elastic bar has rectangular cross sectional area A, modulus of elasticity

More information

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics

PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [ ] Introduction, Fundamentals of Statics Page1 PDDC 1 st Semester Civil Engineering Department Assignments of Mechanics of Solids [2910601] Introduction, Fundamentals of Statics 1. Differentiate between Scalar and Vector quantity. Write S.I.

More information

CIVIL DEPARTMENT MECHANICS OF STRUCTURES- ASSIGNMENT NO 1. Brach: CE YEAR:

CIVIL DEPARTMENT MECHANICS OF STRUCTURES- ASSIGNMENT NO 1. Brach: CE YEAR: MECHANICS OF STRUCTURES- ASSIGNMENT NO 1 SEMESTER: V 1) Find the least moment of Inertia about the centroidal axes X-X and Y-Y of an unequal angle section 125 mm 75 mm 10 mm as shown in figure 2) Determine

More information

Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail. Our ref: JULB2NB Date of issue: March 2017

Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail. Our ref: JULB2NB Date of issue: March 2017 Juliet balconies using BALCONY 2 System (Aerofoil) handrail PAGE 1 (ref: JULB2NB280317) Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail Our ref: JULB2NB280317 Date

More information

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS

CHAPTER 3 THE EFFECTS OF FORCES ON MATERIALS CHAPTER THE EFFECTS OF FORCES ON MATERIALS EXERCISE 1, Page 50 1. A rectangular bar having a cross-sectional area of 80 mm has a tensile force of 0 kn applied to it. Determine the stress in the bar. Stress

More information

12.1 Schlüter -KERDI-BOARD

12.1 Schlüter -KERDI-BOARD Innovative profiles 12.1 Schlüter -KERDI-BOARD S u b s t r a t e UNIVERSAL STRUCTURAL PANEL, BONDED WATERPROOFING Application and Function Schlüter -KERDI-BOARD is a multifunctional tile substrate for

More information

Determine the resultant internal loadings acting on the cross section at C of the beam shown in Fig. 1 4a.

Determine the resultant internal loadings acting on the cross section at C of the beam shown in Fig. 1 4a. E X M P L E 1.1 Determine the resultant internal loadings acting on the cross section at of the beam shown in Fig. 1 a. 70 N/m m 6 m Fig. 1 Support Reactions. This problem can be solved in the most direct

More information

Our products. Page 3-4. Chemical anchor (approval ETA/08/0231) Hammer-in capsule 5-7. Chemical mortar (approval ETA-04/0071, and -0073)

Our products. Page 3-4. Chemical anchor (approval ETA/08/0231) Hammer-in capsule 5-7. Chemical mortar (approval ETA-04/0071, and -0073) CATALOGUE Befestigungssysteme Date 02.09 Our products Chemical anchor (approval ETA/0/023) Haer-in capsule Chemical mortar (approval ETA-04/00, -002 and -003) Self leveling Construction adhesive Wedge

More information

12.1 Product data sheet

12.1 Product data sheet Schlüter -KERDI-BOARD Substrate universal structural panel, bonded waterproofing 12.1 Product data sheet Application and Function Schlüter -KERDI-BOARD is a multifunctional tile substrate for wall areas,

More information

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING The QUAKE BRAKE TM Seismic Dampening Device. The QUAKE BRAKE TM was Certified NEBS Level 3 Zone Compliant after being tested in accordance

More information

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A

R13. II B. Tech I Semester Regular Examinations, Jan MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) PART-A SET - 1 II B. Tech I Semester Regular Examinations, Jan - 2015 MECHANICS OF SOLIDS (Com. to ME, AME, AE, MTE) Time: 3 hours Max. Marks: 70 Note: 1. Question Paper consists of two parts (Part-A and Part-B)

More information

STRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections

STRESS. Bar. ! Stress. ! Average Normal Stress in an Axially Loaded. ! Average Shear Stress. ! Allowable Stress. ! Design of Simple Connections STRESS! Stress Evisdom! verage Normal Stress in an xially Loaded ar! verage Shear Stress! llowable Stress! Design of Simple onnections 1 Equilibrium of a Deformable ody ody Force w F R x w(s). D s y Support

More information

Stress Analysis Lecture 3 ME 276 Spring Dr./ Ahmed Mohamed Nagib Elmekawy

Stress Analysis Lecture 3 ME 276 Spring Dr./ Ahmed Mohamed Nagib Elmekawy Stress Analysis Lecture 3 ME 276 Spring 2017-2018 Dr./ Ahmed Mohamed Nagib Elmekawy Axial Stress 2 Beam under the action of two tensile forces 3 Beam under the action of two tensile forces 4 Shear Stress

More information

CONNECTION DESIGN. Connections must be designed at the strength limit state

CONNECTION DESIGN. Connections must be designed at the strength limit state CONNECTION DESIGN Connections must be designed at the strength limit state Average of the factored force effect at the connection and the force effect in the member at the same point At least 75% of the

More information

Science 7 Unit B: Structures and Forces. Topic 4. Forces, Loads, & Stresses. pp WORKBOOK. Name:

Science 7 Unit B: Structures and Forces. Topic 4. Forces, Loads, & Stresses. pp WORKBOOK. Name: Science 7 Unit B: Structures and Forces Topic 4 Forces, Loads, & Stresses pp. 305-314 WORKBOOK Name: Every object that provides support is a structure. A structure may be made up of one or more parts,

More information

Hilti North America Installation Technical Manual Technical Data MI System Version

Hilti North America Installation Technical Manual Technical Data MI System Version MIC-SA-MAH 174671 Hilti North America Installation Technical Manual Technical Data MI System Version 1. 08.017 Terms of common cooperation / Legal disclaimer The product technical data published in these

More information

laminated on both sides for effective anchoring in the tile adhesive.

laminated on both sides for effective anchoring in the tile adhesive. Schlüter -KERDI-DRAIN Drainage floor drains for bonded waterproofing assemblies 8.2 Product data sheet Application and function Schlüter -KERDI-DRAIN is a floor drain system for the easy and reliable connection

More information

2D - STRIP ANCHOR LIFTING SYSTEM

2D - STRIP ANCHOR LIFTING SYSTEM 2D - STRIP ANCHOR LIFTING SYSTEM WWW.TERWA.COM Terwa reserves the right to make changes to the documentation at any time Page 1 OVERVIEW LIFTING CLUTCHES AND TRANSPORT ANCHOR SA-B SA-ST SA-TTU UNIVERSAL

More information

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS Name :. Roll No. :..... Invigilator s Signature :.. 2011 SOLID MECHANICS Time Allotted : 3 Hours Full Marks : 70 The figures in the margin indicate full marks. Candidates are required to give their answers

More information

NORMACLAMP Hose Clamps

NORMACLAMP Hose Clamps NORMACLAMP NORMACLAMP NORMACLAMP TORRO Worm Drive Hose Clips to DIN 3017 Short description of technical features NORMACLAMP TORRO hose clips are specially suitable for applications under high mechanical

More information

D e s i g n o f R i v e t e d J o i n t s, C o t t e r & K n u c k l e J o i n t s

D e s i g n o f R i v e t e d J o i n t s, C o t t e r & K n u c k l e J o i n t s D e s i g n o f R i v e t e d J o i n t s, C o t t e r & K n u c k l e J o i n t s 1. Design of various types of riveted joints under different static loading conditions, eccentrically loaded riveted joints.

More information

Mechanics of Materials

Mechanics of Materials Mechanics of Materials Notation: a = acceleration = area (net = with holes, bearing = in contact, etc...) SD = allowable stress design d = diameter of a hole = calculus symbol for differentiation e = change

More information

12.1 Product data sheet

12.1 Product data sheet Schlüter -KERDI-BOARD Substrate waterproof substrate and structural board 12.1 Product data sheet Application and Function Schlüter -KERDI-BOARD is a multifunctional tile substrate for wall areas, which

More information

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete.

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete. A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete. ETA assessed option 7 anchor. Stainless steel 316 (A4) grade, with 316 (A4) grade stainless steel expansion

More information

Must Read Before Installation TadPoleTM Safety and Warnings

Must Read Before Installation TadPoleTM Safety and Warnings Must Read Before Installation TadPoleTM Safety and Warnings The recommendations, requirements, rules, and instructions of your Vehicle's Roof-Top Rack System should ALWAYS be followed. The TadPole TM,

More information

Study of Soft Rock Roadway Support Technique

Study of Soft Rock Roadway Support Technique Available online at www.sciencedirect.com Procedia Engineering 26 (2011) 321 326 First International Symposium on Mine Safety Science and Engineering Study of Soft Rock Roadway Support Technique Haifeng

More information

Chapter Two: Mechanical Properties of materials

Chapter Two: Mechanical Properties of materials Chapter Two: Mechanical Properties of materials Time : 16 Hours An important consideration in the choice of a material is the way it behave when subjected to force. The mechanical properties of a material

More information

Direct and Shear Stress

Direct and Shear Stress Direct and Shear Stress 1 Direct & Shear Stress When a body is pulled by a tensile force or crushed by a compressive force, the loading is said to be direct. Direct stresses are also found to arise when

More information

STRESS, STRAIN AND DEFORMATION OF SOLIDS

STRESS, STRAIN AND DEFORMATION OF SOLIDS VELAMMAL COLLEGE OF ENGINEERING AND TECHNOLOGY, MADURAI 625009 DEPARTMENT OF CIVIL ENGINEERING CE8301 STRENGTH OF MATERIALS I -------------------------------------------------------------------------------------------------------------------------------

More information

MEMS Project 2 Assignment. Design of a Shaft to Transmit Torque Between Two Pulleys

MEMS Project 2 Assignment. Design of a Shaft to Transmit Torque Between Two Pulleys MEMS 029 Project 2 Assignment Design of a Shaft to Transmit Torque Between Two Pulleys Date: February 5, 206 Instructor: Dr. Stephen Ludwick Product Definition Shafts are incredibly important in order

More information

NORMACLAMP Hose Clamps

NORMACLAMP Hose Clamps TORRO Worm Drive Hose Clips to DIN 3017 Short description of technical features TORRO hose clips are specially suitable for applications under high mechanical loads. Since we are continuously working to

More information

S E C T I O N 1 2 P R O D U C T S E L E C T I O N G U I D E - H E L I C A L S C R E W P I L E F O U N D A T I O N S

S E C T I O N 1 2 P R O D U C T S E L E C T I O N G U I D E - H E L I C A L S C R E W P I L E F O U N D A T I O N S 1. P R O D U C T S E L E C T I O N G U I D E - H E L I C A L S C R E W P I L E F O U N D A T I O N S Helical foundation pile includes a lead and extension(s). The lead section is made of a central steel

More information

2D - STRIP ANCHOR LIFTING SYSTEM

2D - STRIP ANCHOR LIFTING SYSTEM 2D - STRIP ANCHOR LIFTING SYSTEM WWW.TERWA.COM alterations reserved Feb-18 Page 1 PRODUCT RANGE LIFTING CLUTCHES AND TRANSPORT ANCHOR SA-B SA-ST SA-TTU SA-TTU 12.5 kn Page 15 Page 20 Page 23 Page 26 SA-TU-HP

More information

Malaysian Journal of Civil Engineering 28 Special Issue (2): (2016)

Malaysian Journal of Civil Engineering 28 Special Issue (2): (2016) Malaysian Journal of Civil Engineering 28 Special Issue (2):102-111(2016) NRICON 2016 COMPRESSIVE, FLEXURAL AND TENSILE PROPERTIES OF GRAPHENE MODIFIED GROUTS FOR PIPELINE REHABILITATION Umi Soleha Salim

More information

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts.

NORMAL STRESS. The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. NORMAL STRESS The simplest form of stress is normal stress/direct stress, which is the stress perpendicular to the surface on which it acts. σ = force/area = P/A where σ = the normal stress P = the centric

More information

BETA Protecting. Low-Voltage Fuse Systems. LV HRC fuse links. 3/36 Siemens ET B1 2008

BETA Protecting. Low-Voltage Fuse Systems. LV HRC fuse links. 3/36 Siemens ET B1 2008 LV HRC fuse links Overview LV HRC fuses are used for installation systems in non-residential, commercial and industrial buildings as well as in switchboards of power supply companies. They therefore protect

More information

2012 MECHANICS OF SOLIDS

2012 MECHANICS OF SOLIDS R10 SET - 1 II B.Tech II Semester, Regular Examinations, April 2012 MECHANICS OF SOLIDS (Com. to ME, AME, MM) Time: 3 hours Max. Marks: 75 Answer any FIVE Questions All Questions carry Equal Marks ~~~~~~~~~~~~~~~~~~~~~~

More information

Static Failure (pg 206)

Static Failure (pg 206) Static Failure (pg 06) All material followed Hookeʹs law which states that strain is proportional to stress applied, until it exceed the proportional limits. It will reach and exceed the elastic limit

More information

CHAPTER 4: BENDING OF BEAMS

CHAPTER 4: BENDING OF BEAMS (74) CHAPTER 4: BENDING OF BEAMS This chapter will be devoted to the analysis of prismatic members subjected to equal and opposite couples M and M' acting in the same longitudinal plane. Such members are

More information

flexible couplings for pipe repair

flexible couplings for pipe repair A R P O L R E P flexible couplings for pipe repair 1 TABLE OF CONTENTS Advantages and Installation Arpol Repair Systems Nominal charts Material specifications Gaps between pipe ends Outside Diameter tolerances

More information

Load Washers. Force kn until kn. Type 9101A A

Load Washers. Force kn until kn. Type 9101A A Force Load Washers 0... 20 kn until 0... 700 kn Type 9101A... 9107A Force sensor for measuring quasistatic and dynamic forces in industrial monitoring tasks. F z The force sensors are delivered uncalibrated

More information

External Pressure... Thermal Expansion in un-restrained pipeline... The critical (buckling) pressure is calculated as follows:

External Pressure... Thermal Expansion in un-restrained pipeline... The critical (buckling) pressure is calculated as follows: External Pressure... The critical (buckling) pressure is calculated as follows: P C = E. t s ³ / 4 (1 - ν ha.ν ah ) R E ³ P C = Critical buckling pressure, kn/m² E = Hoop modulus in flexure, kn/m² t s

More information

UNIT I SIMPLE STRESSES AND STRAINS

UNIT I SIMPLE STRESSES AND STRAINS Subject with Code : SM-1(15A01303) Year & Sem: II-B.Tech & I-Sem SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) UNIT I SIMPLE STRESSES

More information

Cam Roller Guides. The Drive and Control Company. Service Automation. Electric Drives and Controls. Linear Motion and Assembly Technologies

Cam Roller Guides. The Drive and Control Company. Service Automation. Electric Drives and Controls. Linear Motion and Assembly Technologies Industrial Hydraulics Electric Drives and Controls Linear Motion and Assembly Technologies Pneumatics Service Automation Mobile Hydraulics Cam Roller Guides The Drive and Control Company Linear Motion

More information

Depending on the application and the anchor type one of the following two concepts can be applied: Partial safety factor concept.

Depending on the application and the anchor type one of the following two concepts can be applied: Partial safety factor concept. Anchor design Safety concept Depending on the application and the anchor type one of the following two concepts can be applied: For anchors for use in concrete having an European Technical Approval (ETA)

More information

Strain Gauges and Accessories

Strain Gauges and Accessories Strain Gauges and Accessories Nurgül Er nurguel.er@hbm.com www.hbm.com 19.03.2008, Folie 1 Hottinger Baldwin Messtechnik GmbH Nurgül Er How to find the right strain gauge a wide range of of strain gauges

More information

Pre-stressed concrete = Pre-compression concrete Pre-compression stresses is applied at the place when tensile stress occur Concrete weak in tension

Pre-stressed concrete = Pre-compression concrete Pre-compression stresses is applied at the place when tensile stress occur Concrete weak in tension Pre-stressed concrete = Pre-compression concrete Pre-compression stresses is applied at the place when tensile stress occur Concrete weak in tension but strong in compression Steel tendon is first stressed

More information

API 11E - Specification for Pumping Units

API 11E - Specification for Pumping Units API 11E - Specification for Pumping Units 5 Beam Pump Structure Requirements 5.1 General Requirements for beam pump structures are specified in the following sections. Only loads imposed on the structure

More information

Investigation of basic elements loading and tension of heavy hydraulic presses for metallurgical production

Investigation of basic elements loading and tension of heavy hydraulic presses for metallurgical production Investigation of basic elements loading and tension of heavy hydraulic presses for metallurgical production Ganush V. I. National metallurgical academe of Ukraine Ostroverhov N. P., Sultan A. V., Dzichkovky

More information

Initial Stress Calculations

Initial Stress Calculations Initial Stress Calculations The following are the initial hand stress calculations conducted during the early stages of the design process. Therefore, some of the material properties as well as dimensions

More information

Theory at a Glance (for IES, GATE, PSU)

Theory at a Glance (for IES, GATE, PSU) 1. Stress and Strain Theory at a Glance (for IES, GATE, PSU) 1.1 Stress () When a material is subjected to an external force, a resisting force is set up within the component. The internal resistance force

More information

Balcony balustrades using the SG12 laminated glass system: PAGE 1 (SG12FF010717) Structural Calculations for SG12 System balustrades using 21.5mm laminated toughened glass without the need for a handrail

More information

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction Siemens AG 2018 /2 Introduction / Mounting components / Introduction /4 Single point load cells /4 Overview /5 SIWAREX WL260 SP-S AA /5 - Load cell /6 SIWAREX WL260 SP-S AB /6 - Load cell /7 SIWAREX WL260

More information

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever,

SOLUTION 8 7. To hold lever: a+ M O = 0; F B (0.15) - 5 = 0; F B = N. Require = N N B = N 0.3. Lever, 8 3. If the coefficient of static friction at is m s = 0.4 and the collar at is smooth so it only exerts a horizontal force on the pipe, determine the minimum distance x so that the bracket can support

More information

MECE 3321 MECHANICS OF SOLIDS CHAPTER 1

MECE 3321 MECHANICS OF SOLIDS CHAPTER 1 MECE 3321 MECHANICS O SOLIDS CHAPTER 1 Samantha Ramirez, MSE WHAT IS MECHANICS O MATERIALS? Rigid Bodies Statics Dynamics Mechanics Deformable Bodies Solids/Mech. Of Materials luids 1 WHAT IS MECHANICS

More information

Precision Ball Screw/Spline

Precision Ball Screw/Spline 58-2E Models BNS-A, BNS, NS-A and NS Seal Outer ring Shim plate Seal Spline nut Seal Collar Shim plate Seal End cap Ball Outer ring Ball screw nut Outer ring Ball Retainer Retainer Outer ring Point of

More information

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS

QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS QUESTION BANK SEMESTER: III SUBJECT NAME: MECHANICS OF SOLIDS UNIT 1- STRESS AND STRAIN PART A (2 Marks) 1. Define longitudinal strain and lateral strain. 2. State Hooke s law. 3. Define modular ratio,

More information

THEME IS FIRST OCCURANCE OF YIELDING THE LIMIT?

THEME IS FIRST OCCURANCE OF YIELDING THE LIMIT? CIE309 : PLASTICITY THEME IS FIRST OCCURANCE OF YIELDING THE LIMIT? M M - N N + + σ = σ = + f f BENDING EXTENSION Ir J.W. Welleman page nr 0 kn Normal conditions during the life time WHAT HAPPENS DUE TO

More information

Matlab Sheet 2. Arrays

Matlab Sheet 2. Arrays Matlab Sheet 2 Arrays 1. a. Create the vector x having 50 logarithmically spaced values starting at 10 and ending at 1000. b. Create the vector x having 20 logarithmically spaced values starting at 10

More information

8.6 Product data sheet

8.6 Product data sheet Schlüter -KERDI-SHOWER Drainage floor level showers 8.6 Product data sheet Application and Function Schlüter -KERDI-SHOWER is a modular system for the construction of floor level showers with ceramic tiles.

More information

and F NAME: ME rd Sample Final Exam PROBLEM 1 (25 points) Prob. 1 questions are all or nothing. PROBLEM 1A. (5 points)

and F NAME: ME rd Sample Final Exam PROBLEM 1 (25 points) Prob. 1 questions are all or nothing. PROBLEM 1A. (5 points) ME 270 3 rd Sample inal Exam PROBLEM 1 (25 points) Prob. 1 questions are all or nothing. PROBLEM 1A. (5 points) IND: In your own words, please state Newton s Laws: 1 st Law = 2 nd Law = 3 rd Law = PROBLEM

More information

Serie B2.1. Flanged ductile iron ball valve. made in. Application fields. Shut-off valves E U R O P E. 18

Serie B2.1. Flanged ductile iron ball valve. made in. Application fields. Shut-off valves E U R O P E. 18 erie B. Flanged ductile iron ball valve BRanDOni made in E U R O P E Application fields WATER CONdITIONING GA EATING INdUTRY FIRE FIGTING www.brandoni.it erie B. eries B. valves are shut-off ball valves

More information

N = Shear stress / Shear strain

N = Shear stress / Shear strain UNIT - I 1. What is meant by factor of safety? [A/M-15] It is the ratio between ultimate stress to the working stress. Factor of safety = Ultimate stress Permissible stress 2. Define Resilience. [A/M-15]

More information

Unit I Stress and Strain

Unit I Stress and Strain Unit I Stress and Strain Stress and strain at a point Tension, Compression, Shear Stress Hooke s Law Relationship among elastic constants Stress Strain Diagram for Mild Steel, TOR steel, Concrete Ultimate

More information

UNIVERSITY OF BOLTON WESTERN INTERNATIONAL COLLEGE FZE BENG(HONS) MECHANICAL ENGINEERING SEMESTER ONE EXAMINATION 2016/2017 ENGINEERING PRINCIPLES 1

UNIVERSITY OF BOLTON WESTERN INTERNATIONAL COLLEGE FZE BENG(HONS) MECHANICAL ENGINEERING SEMESTER ONE EXAMINATION 2016/2017 ENGINEERING PRINCIPLES 1 UNIVERSITY OF BOLTON WESTERN INTERNATIONAL COLLEGE FZE BENG(HONS) MECHANICAL ENGINEERING SEMESTER ONE EXAMINATION 2016/2017 ENGINEERING PRINCIPLES 1 MOULE NO: AME4052 ate: Saturda 14 Januar 2017 Time :

More information

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains

STRENGTH OF MATERIALS-I. Unit-1. Simple stresses and strains STRENGTH OF MATERIALS-I Unit-1 Simple stresses and strains 1. What is the Principle of surveying 2. Define Magnetic, True & Arbitrary Meridians. 3. Mention different types of chains 4. Differentiate between

More information

Rubber- and cellular buffers

Rubber- and cellular buffers Rubber- and cellular buffers Rubber- and cellular buffers Industrial Brakes Thrusters Pressure Oil Pumps Couplings Hydraulic Buffers Cellular Buffers Rail Pliers Sheaves Hook Blocks Crane Rail Wheels Rail

More information

ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING

ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING ISHIK UNIVERSITY DEPARTMENT OF MECHATRONICS ENGINEERING QUESTION BANK FOR THE MECHANICS OF MATERIALS-I 1. A rod 150 cm long and of diameter 2.0 cm is subjected to an axial pull of 20 kn. If the modulus

More information

Sample Question Paper

Sample Question Paper Scheme I Sample Question Paper Program Name : Mechanical Engineering Program Group Program Code : AE/ME/PG/PT/FG Semester : Third Course Title : Strength of Materials Marks : 70 Time: 3 Hrs. Instructions:

More information

Special edition paper

Special edition paper Development of New Aseismatic Structure Using Escalators Kazunori Sasaki* Atsushi Hayashi* Hajime Yoshida** Toru Masuda* Aseismatic reinforcement work is often carried out in parallel with improvement

More information

REINFORCEMENT OF ROUND HOLES IN GLULAM BEAMS ARRANGED ECCENTRICALLY OR IN GROUPS

REINFORCEMENT OF ROUND HOLES IN GLULAM BEAMS ARRANGED ECCENTRICALLY OR IN GROUPS REINFORCEMENT OF ROUND HOLES IN GLULAM BEAMS ARRANGED ECCENTRICALLY OR IN GROUPS Martin Danzer 1, Philipp Dietsch 2, Stefan Winter 3 ABSTRACT: Experimental and numerical investigations on round holes in

More information

PES Institute of Technology

PES Institute of Technology PES Institute of Technology Bangalore south campus, Bangalore-5460100 Department of Mechanical Engineering Faculty name : Madhu M Date: 29/06/2012 SEM : 3 rd A SEC Subject : MECHANICS OF MATERIALS Subject

More information

KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK

KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK Leitlinie für die europäische technische Zulassung (ETAG) ETAG 020 KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK TEIL 2: KUNSTSTOFFDÜBEL ZUR

More information

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA

SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA SRI CHANDRASEKHARENDRA SARASWATHI VISWA MAHAVIDHYALAYA (Declared as Deemed-to-be University under Section 3 of the UGC Act, 1956, Vide notification No.F.9.9/92-U-3 dated 26 th May 1993 of the Govt. of

More information

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK

PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK PERIYAR CENTENARY POLYTECHNIC COLLEGE PERIYAR NAGAR - VALLAM - 613 403 - THANJAVUR. DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK Sub : Strength of Materials Year / Sem: II / III Sub Code : MEB 310

More information

Entrance exam Master Course

Entrance exam Master Course - 1 - Guidelines for completion of test: On each page, fill in your name and your application code Each question has four answers while only one answer is correct. o Marked correct answer means 4 points

More information

Delhi Noida Bhopal Hyderabad Jaipur Lucknow Indore Pune Bhubaneswar Kolkata Patna Web: Ph:

Delhi Noida Bhopal Hyderabad Jaipur Lucknow Indore Pune Bhubaneswar Kolkata Patna Web:     Ph: Serial : IG1_CE_G_Concrete Structures_100818 Delhi Noida Bhopal Hyderabad Jaipur Lucknow Indore Pune Bhubaneswar Kolkata Patna Web: E-mail: info@madeeasy.in Ph: 011-451461 CLASS TEST 018-19 CIVIL ENGINEERING

More information

five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture

five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture five mechanics www.carttalk.com of materials Mechanics of Materials 1 Mechanics of Materials MECHANICS MATERIALS

More information

CHAPTER 6: ULTIMATE LIMIT STATE

CHAPTER 6: ULTIMATE LIMIT STATE CHAPTER 6: ULTIMATE LIMIT STATE 6.1 GENERAL It shall be in accordance with JSCE Standard Specification (Design), 6.1. The collapse mechanism in statically indeterminate structures shall not be considered.

More information

Miniature Slide Guide Series with Retained Ball now Offers Complete Selection

Miniature Slide Guide Series with Retained Ball now Offers Complete Selection Miniature Slide Guide Series with Retained Ball now Offers Complete Selection Wide type of Miniature Slide Guide, providing greater allowable moment, is now available with retained ball structure. Due

More information

Chapter 4-b Axially Loaded Members

Chapter 4-b Axially Loaded Members CIVL 222 STRENGTH OF MATERIALS Chapter 4-b Axially Loaded Members AXIAL LOADED MEMBERS Today s Objectives: Students will be able to: a) Determine the elastic deformation of axially loaded member b) Apply

More information

General characteristics

General characteristics General characteristics This range of insulators and partition bushings provides for connecting and supporting low- and medium-voltage electrical equipment. - Their purpose is to provide electrical and

More information

CE : CIVIL ENGINEERING

CE : CIVIL ENGINEERING 2009 CE : CIVIL ENGINEERING Duration : Three Hours Read the following instructions carefully. l. This question paper contains 16 printed pages including pages for rough work. Please check all pages and

More information

Part 1 is to be completed without notes, beam tables or a calculator. DO NOT turn Part 2 over until you have completed and turned in Part 1.

Part 1 is to be completed without notes, beam tables or a calculator. DO NOT turn Part 2 over until you have completed and turned in Part 1. NAME CM 3505 Fall 06 Test 2 Part 1 is to be completed without notes, beam tables or a calculator. Part 2 is to be completed after turning in Part 1. DO NOT turn Part 2 over until you have completed and

More information

Chapter. Materials. 1.1 Notations Used in This Chapter

Chapter. Materials. 1.1 Notations Used in This Chapter Chapter 1 Materials 1.1 Notations Used in This Chapter A Area of concrete cross-section C s Constant depending on the type of curing C t Creep coefficient (C t = ε sp /ε i ) C u Ultimate creep coefficient

More information