Design of slab and Gusset bases:
|
|
- Hedvig Østergaard
- 5 år siden
- Visninger:
Transkript
1 DESIGN OF STEEL STRUCTURES Design of slab and Gusset bases:
2 Slab Base or Base Plate: It is a steel plate placed between column base and concrete base. Area of Slab base σ P P Axial load in the column σ c - Permissible compressive stress in concrete c Concrete base q θ tan f ck where q 0 calculated maximum bearing pressure at the base of the pedestal in N/mm f ck characteristic strength of concrete at 8 days in N/mm. Slab Base
3 Thickness of a rectangular slab base t From, IS 800 : 1984, Clause 5.4.3, Pg 44 3 σ bs b w a 4 mm Slab base where t the slab thickness, in mm; w the pressure or loading on the underside of the base in MPa a the greater projection of the plate beyond column in mm b the lesser projection of the plate beyond the column in mm σ bs the permissible bending stress in slab bases ( for all steels, shall be assumed as 185 MPa ). a b b
4 Thickness of a square slab base under solid circular column: t 10 90W 16 B σ ( B d ) mm 16σ bs 0 where t the thickness of the plate, in mm. W the total axial load, in KN B the length of the side of cap or base, in mm σ bs the permissible bending stress in slab bases ( for all steels, shall be assumed as 185 MPa ) d 0 the diameter of the reduced end, if any, of the column in mm.
5 Gusseted base:
6
7 Grillage Foundation: It is provided at shallow depth for column carrying heavy Load on weak soil. It consists of two or more layers of steel Beams completely encased in concrete. The permissible stress in grillage g beam may be increased by 33.5% (50% in case of WL or EQ ). If the following condition are satisfied 1. The beam are unpainted and solidly l encased in ordinary dense concrete with 10mm aggregate and minimum f ck 15 Mpa.. Minimum distance between edge of flange is 75 mm. 3. Minimum concrete cover is 100 mm.
8 Design a grillage foundation for axial load 500 KN and in column section twoismc 50, withtwocovertwo Plates 300x5 mm. Minimum required width of slab base w w 530mm Assume, w 600mm l w + 3h
9 Assume self weight of footing is 15% of axial load Total load 1.15x KN Z Area of bottom footing m Provide a x3.4m 34 grillage foundation Maximum bending moment. P ( L l ) M ( ) M σ req bc KN 10 3 mm m 3 ISMB 450 Z , req each mm m
10 Try with C/Sarea required at criticalweb section A P 1.33 σ pt mm h 35. 4mm l mm Required total web thickness : ' A w mm l 7.6 If we provide 3 No of beam then web thickness of each beam w' tw req 4.58 mm tw (9.4 mm ), OK, 3 3 <
11 Maximum shear force P( L l) 500( ) L KN τ av, cal 81N / mm < τ av (100 N / mm ) Minimum required length of slab base 150 mm Thus. L Let s provide 600 mm mm a 150 mm, b 150 Thickness of slab base, t 3 w a b σ bs 4 mm w 6.94N / mm t 43.58mm 4. 5cm
12 ROOF TRUSS: Rafter Pitch of roof truss h S Rise (h) Slope of truss θ Span (S) Bay : distance between adjacent truss. Eaves : the bottomedges of an inclined roof surface.
13
14 Load on roof truss: DL, LL, WL/SL Dead Load (DL) Weight of roof covering sheeting 150 N/m Weight of bracings 15 N /m From IS 875 II, Table Weight of purling 100 N/m Self Weight of truss Live Load (LL) 750 [( θ 10 ) 0 ] 1500 N / m Span ( m ) N / m 3 N / m For Accessible roof 400 N / m If value of LL is less than 400 N/m then take LL 400 N/m Note: For truss analysis tk take LL as /3 of total t lll For purlins analysis take LL as total LL
15 Wind Load (WL): IS 875 III It depend upon wind speed and height of the structure. Basic Wind speed (V b ) It is determine on the based on statically Data of return period 50 year and at height 10 m above the ground Surface. Design wind speed (V z ) K 1 K K 3 V b K 1 Probability/Risk factor, depend upon class and design lifeofthe structure. Given intable 1
16 K Depend upon height, terrain category and class of the structure. Given in Table 3,3.
17 Class of structure If any maximum dimension of the structure (Length, width, height) < 0 m A, 0 50 m B, > 50 m C
18 K 3 Topographic factor, depend upon slope of ground wind flow direction. The effect of topography will be significant at a site when the upwind slope (θ) is greater than about t3 0, If slope of ground is less than 3 0 K 3 1, for other slope K 3 is Given in Appendix C Design Wind Pressure (P Z ) P Z 0.6 V Z N / mm Wind Load on Individual Members (F) F ( C ) pe C pi A e PZ C pe is external pressure coefficient (for Pitched roofs Table 5) C pi is internal pressure coefficient (clause 6..3) pi p ( ) A e effective area
19 Design an industrial shed for following dimension Span Length (m) Pitch of roof truss Spacing of truss (m) Location. Eaves Height (m) Patna 6 Assume number of way is five. Draw plan view in scale Height of roof truss (h) h m Effective area (A e ) A e m 5 m A e 8 m
20 Slope of the roof truss: m θ 4 1 tan m Load calculation: 6 m Dead Load (DL) Weight of roof covering sheeting 150 N/m Weight of bracings15n/m 8 m Weight of purling 100 N/m 8 10 m 3 SelfWeight of truss N / Total DL intensity N/m
21 DL A e N e Live Load intensity (LL) 750 [( θ 10 ) 0 ] N / m 400 N / m Total LL on a truss Wind Load (WL): Total DL+LL 4.83 KN N Basic Wind speed for Patna (V b ) 47 m/s Design wind speed (V z ) K 1 K K 3 V b
22 Assume design life of the structure is 50 year So, K 1 1 Terrain category, Class of structure t B So, K 0.98 Slope of ground is less than 3 0 So, K 3 1 Design wind speed (V z ) 1x0.98x1x m/s Design Wind Pressure (P Z ) 0.6x N/m Wind Force (F) ( C C ) pe pi A e P Z
23 External pressure coefficient on roof, IS 875 (III), Table 5 1 < w h 6 8 Case I, Assume wall opening is less then 5% Internal pressure coefficient (C pi ) 0. Wind ward direction: < ( C C ) pe pi max Lee ward direction 0.5 ( C ) pe C 0. 7 pi max Roof angle ( ) Wind
24 Case II, Wind ward direction 0. 8 ( C C ) 1. 0 pe C pi max Lee ward direction: ( C ) pe C pi max 0. Wind Thus maximum value in all cases Design wind load on roof truss (F) F ( C C ) A P KN pe pi e Z 8
25 Truss analysis : Design load combination DL KN, LL KN, WL 50.8 KN P P I P H J G K DL + LL 4.38 KN Down ward P/ 4.38 P 4. 06KN 6 DL +WL 37.1 KN Upward P 37.1 P KN 6 P/ P A B C D E F P P P P P/ P/ P
26 analys sis: DL +LL Member Type Member Length (m) Forces (KN) Rafter Bottom Chord Vertical AG Design force GH in rafter is HI KN IJ compressive JK KF AB BC DE EF CD GB EK CH DJ BH Diagonal JE CI ID
27 DL + WL analys sis: Member Type Member Length (m) Forces (KN) Rafter Bottom Chord Vertical AG GH HI IJ JK KF AB BC DE EF CD GB EK CH DJ BH Diagonal JE CI size of memb ber is ISA 50x50 0x6 Min nimum ID
28 Design of Purlins: It act as continuous beam 1.48 m Purlins Spacing of purlins 148m m Weight of roof covering sheeting 150 x1.48 N/m Weight of purling 100x N/m Total DL 370 N/m LL x 1.48 cos ( ) N/m WL 17.91x N/m DL + LL 94.6 N/m DL +WL N/m Foe WL case permissible stress is increased by 33 %
29 If we considered permissible is same, we can take effective load in DL + WL case DL + WL N / m > DL LL (94.6 N / m ) Thus, Design load is DL + WL Maximum bending moment From, IS 456 : 000, Table 1 Continuous beam wl M N m Z M req 17.5 σ bc / bt mm 3 5 m Minimum depth L/45, Width L/60
30 Design of Column DL + LL 4.38 KN Down ward Axial load on column KN DL +WL 37.1 KN Upward Wind C pi 0. Axial load on column KN Transverse load due to wind From IS 875 (III), Table 4 1 < h w < 3, 3 < l w < 4 ( C C ) 0 9 C pe C pi max 0. Transverse load intensity N / m 5.7 KN / m
31 Design column and Foundation for the load as shown 1.19 KN B 5.7 KN/m 6 m A
32 Radius of gyration and slenderness ratio : The radius of gyration is given by I I I xx yy r, r xx, r yy, rmin A A A Where, I Moment of inertia A Cross sectional area of the section I min A
Slot diffusers. Slot diffusers LD-17, LD-18
LD-17, LD-18 Application LD-17 and LD-18 are designed for supply of cold or warm air in rooms with a height between. m and 4 m. They allow easy setting of air deflectors for different modes of operation
Læs mere28 April 2003 Retrospective: Semicore Visit
28 April 2003 Retrospective: Semicore Visit What is highest growth Industry? Rebuild versus remanufacture Importance of Documentation, blueprinting, spares What are barriers to high uptime? Review Homeworks
Læs mereTranslucent multiwall polycarbonate corrugated
Translucent multiwall polycarbonate corrugated 40/3-40/10-40/20 Structural mechanical properties Grecalite 40/3-10-20 sheeting comes in excellent, practical shapes and sizes, designed to meet the The complementary
Læs mereAPPENDIX E.3 SHADOW FLICKER CALCULATUIONS. 70 m TOWERS & 56 m BLADES
Grousemount Wind Farm, Co. Kerry Environmental Impact Statement - Volume 2 of 3 August 2015 APPENDIX E.3 SHADOW FLICKER CALCULATUIONS 70 m TOWERS & 56 m BLADES Appendix E: Shadow Flicker Assumptions for
Læs mereFIRE DTU BYG. Performance -Based Design Fully-Developed Fires DTU
FIRE BYG Performance -Based Design Fully-Developed Fires FIRE BYG Purpose To save lives and property Society: That the building can be accepted - Mainly Lives, but also - Major Losses - Cultural Heritage
Læs mereDESIGN OF MAT FOUNDATION. Mat Foundation Design(ACI )
DESIGN OF MAT FOUNDATION Mat Foundation Design(ACI 318-11) Job Details Included Support X (m) Y (m) Z (m) Job Name: mjl 1 0.000-1.000 0.000 2 10.000-1.000 0.000 3 20.200-1.000 0.000 4 33.000-1.000 0.000
Læs mereWindPRO version Nov 2013 Printed/Page :45 / 1. SHADOW - Main Result
SHADOW - Main Result Assumptions for shadow calculations Maximum distance for influence Calculate only when more than 20 % of sun is covered by the blade Please look in WTG table WindPRO version 2.9.269
Læs mereSolid TYRES for your FORKLIFT TRUCKS
Solid TYRES for your FORKLIFT TRUCKS Find more information at starco.com STARCO Tusker-Unicorn 2017-I INT-eng STARCO IS A REGISTERED TRADEMARK Copyright 2016 by STARCO - all rights reserved FORKLIFT TRUCKS
Læs mereUser Manual for LTC IGNOU
User Manual for LTC IGNOU 1 LTC (Leave Travel Concession) Navigation: Portal Launch HCM Application Self Service LTC Self Service 1. LTC Advance/Intimation Navigation: Launch HCM Application Self Service
Læs mereBasic statistics for experimental medical researchers
Basic statistics for experimental medical researchers Sample size calculations September 15th 2016 Christian Pipper Department of public health (IFSV) Faculty of Health and Medicinal Science (SUND) E-mail:
Læs mereYDEEVNEDEKLARATION nr. IG10015
YDEEVNEDEKLARATION nr. IG10015 1. Byggevaretype: Faste lodrette trafikskilte 2. Byggevareidentifikation: Rørgalger med monterede færdselstavler 3. Byggevarens tilsigtede anvendelse: Stationære, vertikale
Læs mereMandara. PebbleCreek. Tradition Series. 1,884 sq. ft robson.com. Exterior Design A. Exterior Design B.
Mandara 1,884 sq. ft. Tradition Series Exterior Design A Exterior Design B Exterior Design C Exterior Design D 623.935.6700 robson.com Tradition Series Exterior Design A w/opt. Golf Cart Garage Exterior
Læs mereMandara. PebbleCreek. Tradition Series. 1,884 sq. ft robson.com. Exterior Design A. Exterior Design B.
Mandara 1,884 sq. ft. Tradition Series Exterior Design A Exterior Design B Exterior Design C Exterior Design D 623.935.6700 robson.com Tradition OPTIONS Series Exterior Design A w/opt. Golf Cart Garage
Læs mereUnitel EDI MT940 June 2010. Based on: SWIFT Standards - Category 9 MT940 Customer Statement Message (January 2004)
Unitel EDI MT940 June 2010 Based on: SWIFT Standards - Category 9 MT940 Customer Statement Message (January 2004) Contents 1. Introduction...3 2. General...3 3. Description of the MT940 message...3 3.1.
Læs mereYDEEVNEDEKLARATION. HECO-DoP_ETA_15/0784_MMS-plus_1804_DA
YDEEVNEDEKLARATION 1. Varetypens unikke identifikationskode: MULTI-MONTI-plus (MMS-plus) 2. Type-, parti- eller serienummer eller en anden form for angivelse, ved hjælp af hvilken byggevaren kan identificeres
Læs mereFrame System Part Numbers
52 FRAMES Frame System Part Numbers Square Corner Part Numbers Round Corner Part Numbers White Black Almond Gray Brown Navy Taupe Black Almond Gray Brown Sizes Insert (not included) 2 x 4 1 59 / 64 x 3
Læs mereEVALUATION REPORT. ER-4572 Reissued January 1, Filing Category: DESIGN Concrete (038)
ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright 1999 ICBO
Læs mereYDEEVNEDEKLARATION. Nr DA
YDEEVNEDEKLARATION Nr. 0016 DA 1. Varetypens unikke identifikationskode: fischer betonskrue FBS 5 og FBS 6 2. Tilsigtet anvendelse: Produkt Metalanker til brug i beton (let befæstigelse) Anvendelsesområde/r
Læs mereHudevad P5 Easy Clean
Technical datasheet Key benefits Rengøring Unique tilting front Radiator front tilts away from the wall for easy access to cleaning the back of the radiator Classic Hudevad design Trademark Hudevad design
Læs mereLinear Programming ١ C H A P T E R 2
Linear Programming ١ C H A P T E R 2 Problem Formulation Problem formulation or modeling is the process of translating a verbal statement of a problem into a mathematical statement. The Guidelines of formulation
Læs mereHudevad P200. Technical datasheet
Technical datasheet Key benefits Low, streamlined design Ideal in front of glazing to prevent cold draughts Available in two depths For high flexibility in usage Historical Kundenedfald Grøn energi Flat
Læs mereYDEEVNEDEKLARATION. Nr DA
YDEEVNEDEKLARATION Nr. 0017 DA 1. Varetypens unikke identifikationskode: fischer betonskrue FBS, FBS A4 og FBS C 2. Tilsigtet anvendelse: Produkt Metalanker til brug i beton (svær befæstigelse) Anvendelsesområde/r
Læs mereNationalt Anneks til EC7 Del 2 Jordbundsundersøgelser og prøvning
Nationalt Anneks til EC7 Del 2 Jordbundsundersøgelser og prøvning Status for Feltkommitéens arbejde 3/2009 v/carsten Bonde 03-04-2009 1 DGF s feltkomité er en åben faglig gruppe under Dansk Geoteknisk
Læs mereBelastningstabel Gr- 8+10 / Load Diagram Gr. 8+10
Belastningstabel Gr- 8+10 / Load Diagram Gr. 8+10 De angivne bæreevner er max værdier for de viste anhugningsmetoder. The stated load capacities are max values of the lifting methods shown. SF 1-gr. kæde
Læs mereByggeanmeldelse for ændring af TT-netværkets eksisterende sendeanlæg beliggende: Gasværksvej 5, 2630 Taastrup
Høje-Taastrup Kommune, Bygaden 2, 2630 Taastrup Att.: Teknik- og Miljøcenter Byggeanmeldelse for ændring af TT-netværkets eksisterende sendeanlæg beliggende: Gasværksvej 5, 2630 Taastrup Ulf Lindeneg Lindeneg
Læs mereDoodleBUGS (Hands-on)
DoodleBUGS (Hands-on) Simple example: Program: bino_ave_sim_doodle.odc A simulation example Generate a sample from F=(r1+r2)/2 where r1~bin(0.5,200) and r2~bin(0.25,100) Note that E(F)=(100+25)/2=62.5
Læs mereSpecial VFR. - ved flyvning til mindre flyveplads uden tårnkontrol som ligger indenfor en kontrolzone
Special VFR - ved flyvning til mindre flyveplads uden tårnkontrol som ligger indenfor en kontrolzone SERA.5005 Visual flight rules (a) Except when operating as a special VFR flight, VFR flights shall be
Læs mereSkyVision Comfort Installation manual _0517, Comfort, Item no Version 05/17
SkyVision Comfort Installation manual 5.6.02_0517, Comfort, Item no. 2022 Version 05/17 Installation Manual VITRAL SkyVision Comfort Trækarme skal altid opbevares tørt/ Wooden upstands must always be kept
Læs mereTerrain ETRS 89 Zone: 32 East North Name of wind Type Wind energy Mean wind speed Equivalent
(MD) garanterer ikke og kan ikke holdes ansvarlig for eventuelle fejl det leverede datagrundlag. Ligeledes, kan MD ikke holdes ansvarlig for fejlagtige resultater, Ved eventuelle krav, som følge af denne
Læs mereYDEEVNEDEKLARATION. HECO-DoP_ETA_15/0784_MMS-plus_1606_DA
YDEEVNEDEKLARATION 1. Varetypens unikke identifikationskode: MULTI-MONTI-plus (MMS-plus) 2. Type-, parti- eller serienummer eller en anden form for angivelse, ved hjælp af hvilken byggevaren kan identificeres
Læs mereX M Y. What is mediation? Mediation analysis an introduction. Definition
What is mediation? an introduction Ulla Hvidtfeldt Section of Social Medicine - Investigate underlying mechanisms of an association Opening the black box - Strengthen/support the main effect hypothesis
Læs mereBehaviour of Concrete Slabs Subjected to Transverse Load and Compressive Axial Forces
epartment of Civil Engineering Behaviour of Concrete Slabs Subjected to Transverse Load and Compressive Aial Forces Volume 5 P H T H E S I S BYG TU Behaviour of Concrete Slabs Subjected to Transverse Load
Læs mereKignæs hallen. Date: Operator: Projektafdelingen / DANE
Date: 24.07.2017 Operator: Projektafdelingen / DANE Table of contents Kignæs hallen Project Cover 1 Table of contents 2 FAGERHULT 18453-402 Excis LED bred 4K Luminaire Data Sheet 3 Hal - Nyt anlæg LED
Læs mereMetal Oxide Varistor:TVM-B Series
Features 1. RoHS compliant 2. High surge suppress capability 3. EIA size 0402 ~ 2220 4. Operating voltage: 5.5 ~ 85 Vdc 5. Bidirectional and symmetrical V/I characteristics 6. Multilayer ceramic construction
Læs mereEngine Powered Forklift ton
Engine Powered Forklift 1. - 7.0 ton 8FGCU1-30 8FGC3U-70U www.toyota-forklifts. Engine Powered Forklift 1. - 1.7 tonne Truck specifications 8FGCU1 8FGCU18 1.1 Manufacturer TOYOTA TOYOTA 1.2 Model 8FGCU1
Læs mereYDEEVNEDEKLARATION. Nr DA. Anvendelsesområde/r Post-installeret befæstigelse i ikke-revnet beton, Se appendiks, specifikt appendiks B 1 - B 3
YDEEVNEDEKLARATION Nr. 0015 DA 1. Varetypens unikke identifikationskode: fischer ankerbolt FBN II, FBN II A4 2. Tilsigtet anvendelse: Produkt Moment-kontrolleret ekspansionsanker Anvendelsesområde/r Post-installeret
Læs mereSkriftlig Eksamen Kombinatorik, Sandsynlighed og Randomiserede Algoritmer (DM528)
Skriftlig Eksamen Kombinatorik, Sandsynlighed og Randomiserede Algoritmer (DM58) Institut for Matematik og Datalogi Syddansk Universitet, Odense Torsdag den 1. januar 01 kl. 9 13 Alle sædvanlige hjælpemidler
Læs mereEgentyngd (+Struc. dead load) Glas Nyttiglast balkong Egentyngd (+Struc. dead load) Glas Nyttiglast balkong
Eurocode (NA: Swedih) Eurocode (NA: Swedih) Load combination No. Name ype Factor.35*Egentyngd +.35*Gla +.50*0.70*Nyttiglat balong Ultimate.350.350 3 Egentyngd + Gla + 0.30*Nyttiglat balong Ultimate Quaipermanent.050.0.0.500.000.000
Læs mereModel CFM06 Design by C F Møller Design
Arm height (frame): 59 cm Arm width: 7 cm Total depth: 87 cm Seat depth: 53 cm Seat height: 43 cm Total height (frame): 59 cm 120 x 60 x 42 cm 180 x 60 x 42 cm Arm height (frame): 59 cm Arm width: 7 cm
Læs mereOn the complexity of drawing trees nicely: corrigendum
Acta Informatica 40, 603 607 (2004) Digital Object Identifier (DOI) 10.1007/s00236-004-0138-y On the complexity of drawing trees nicely: corrigendum Thorsten Akkerman, Christoph Buchheim, Michael Jünger,
Læs mereWindPRO version 2.6.0.74 Beta Oct 2007 Project:
(MD) garanterer ikke og kan ikke holdes ansvarlig for eventuelle fejl eller indpro version 2.6..74 Beta Oct 27 Project: PARK - Main Result Calculation: 2 x V8 2M 78m navhøjde ake Model.O. Jensen (RIØ/MD)
Læs mereUdvikling indenfor offshore standardisering og relateret udvikligsarbejde
DANWEA - Ebeltoft - 27-28. november 2003 Udvikling indenfor offshore standardisering og relateret udvikligsarbejde Sten Frandsen Forskningscenter RISØ Nogle uafklarede emner i forb. med: Design basis for
Læs mereSmall Autonomous Devices in civil Engineering. Uses and requirements. By Peter H. Møller Rambøll
Small Autonomous Devices in civil Engineering Uses and requirements By Peter H. Møller Rambøll BACKGROUND My Background 20+ years within evaluation of condition and renovation of concrete structures Last
Læs merePodia samlevejledning
Montering af Podia. Assembly of Podia. 1 af 12 Stykliste. Podia er bygget op omkring en Multireol (9 rums) og en Amfi trappe. Dertil består den af en bundplade, to balustre, to afskærmninger, tre madrasser
Læs mereTDC 4 Indoor voltage transformers
Medium Voltage Product TDC 4 Indoor voltage transformers Highest voltage for equipment [kv] 3.6-12 Power frequency test voltage, 1 min. [kv] 10 - Lightning impulse test voltage [kv] Max. rated burden,
Læs mereYDEEVNEDEKLARATION. Nr DA
YDEEVNEDEKLARATION Nr. 0020 DA 1. Varetypens unikke identifikationskode: fischer sikkerhedsanker FH II-I 2. Tilsigtet anvendelse: Produkt Moment-kontrolleret ekspansionsanker Anvendelsesområde/r Post-installeret
Læs mereSikkerhed & Revision 2013
Sikkerhed & Revision 2013 Samarbejde mellem intern revisor og ekstern revisor - og ISA 610 v/ Dorthe Tolborg Regional Chief Auditor, Codan Group og formand for IIA DK RSA REPRESENTATION WORLD WIDE 300
Læs mereReinforced Concrete Design. Design of Slabs 1. ก ก ก ก ก Mongkol JIRAVACHARADET. Flat plate slab Flat slab Grid slab
Reinforced Concrete Design Design of labs 1 ก ก ก ก ก Mongkol JIRAVACHARADET U R A N A R E E UNIVERITY OF TECHNOLOGY INTITUTE OF ENGINEERING CHOOL OF CIVIL ENGINEERING One-way slab One-way slab Two-way
Læs mereMJB-G. Posefilter. Egnet til explosivt støv Metode for filterrensning
Posefilter omfatter en serie robuste alsidige filterenheder, som bygger på erfaringerne fra MJB posefilteret. Ved at kombinere to-trins rensning med den patenterede UniClean teknologi, opnås maksimal renseeffektivitet
Læs mereMJB-A. Posefilter. Egnet til explosivt støv Metode for filterrensning
Posefilter omfatter en serie robuste alsidige filterenheder, som bygger på erfaringerne fra MJB posefilteret. Ved at kombinere to-trins rensning med den patenterede UniClean teknologi, opnås maksimal renseeffektivitet
Læs mereSelection of a Laser Source for Magnetic Field Imaging Using Magneto-optical Films
Selection of a Laser Source for Magnetic Field Imaging Using Magneto-optical Films Jennifer Talmadge ECE 355 Final Project Presentation November 28, 2001 Motivation Potential for non-invasive imaging of
Læs mereSTATICAL DOCUMENTATION STRUCTURAL DOCUMENTATION A1. PROJECT BASIS
BACHELOR PROJECT PARKESTON 1 OG 2 A Structural documentation Date : 2013-12-13 A1. Project basis Page : 1/44 Client: VIA UNIVERSITY COLLEGE Project name: PARKESTON 1 OG 2 Date: 2013-12-13 STATICAL DOCUMENTATION
Læs mereBilag 1 GPS dataudskrifter fra Stena Carisma ved passage af målefelt
Bilag 1 GPS dataudskrifter fra Stena Carisma ved passage af målefelt Passage 1 Passage 2 Passage 3 Passage 4 Passage 5 27 Bilag 2 Engelsk beskrivelse af S4-måleren InterOcean S4 Current Meter The S4 Electromagnetic
Læs mereAngle Ini/al side Terminal side Vertex Standard posi/on Posi/ve angles Nega/ve angles. Quadrantal angle
Mrs. Valentine AFM Objective: I will be able to identify angle types, convert between degrees and radians for angle measures, identify coterminal angles, find the length of an intercepted arc, and find
Læs mereCam Units CHK Schieber CHK Unità a Camme CHK
Schieber CHK Unità a Camme CHK 2019.00 TECHNICAL NOTES OMCR CODE Slider Width Closed Cam Height Area W x H Max Force with shoulder 10 6 cycles (kn) Extraction Force (kn) β Fs Ef Page number CHK065 0 70
Læs mereEngine powered forklift tonne
www.toyota-forklifts. Engine powered forklift 1.5-3.5 tonne Engine powered forklift 1.5-1.75 tonne Truck specifications 02-8FGF15 02-8FDF15 02-8FGF18 02-8FDF18 1.1 Manufacturer TOYOTA TOYOTA TOYOTA TOYOTA
Læs mereKvant Eksamen December 2010 3 timer med hjælpemidler. 1 Hvad er en continuous variable? Giv 2 illustrationer.
Kvant Eksamen December 2010 3 timer med hjælpemidler 1 Hvad er en continuous variable? Giv 2 illustrationer. What is a continuous variable? Give two illustrations. 2 Hvorfor kan man bedre drage konklusioner
Læs mereframe bracket Ford & Dodge
, Rev 3 02/19 frame bracket 8552005 Ford & Dodge ITEM PART # QTY DESCRIPTION 1 00083 8 NUT,.50NC HEX 2 00084 8 WASHER,.50 LOCK 3 14189-76 2 FRAME BRACKET 4 14194-76 1 411AL FRAME BRACKET PASSENGER SIDE
Læs mere»Styring af SKT-revner i beton. Dansk Betonforening Horsens 2014-10-21 Jens Mejer Frederiksen, chefrådgiver, jmf@alectia.com, / (+45) 29 29 63 04
»Styring af SKT-revner i beton Dansk Betonforening Horsens 2014-10-21 Jens Mejer Frederiksen, chefrådgiver, jmf@alectia.com, / (+45) 29 29 63 04 » Emner Referencer til verden omkring os Lidt teori Regneark
Læs mereDen nye Eurocode EC Geotenikerdagen Morten S. Rasmussen
Den nye Eurocode EC1997-1 Geotenikerdagen Morten S. Rasmussen UDFORDRINGER VED EC 1997-1 HVAD SKAL VI RUNDE - OPBYGNINGEN AF DE NYE EUROCODES - DE STØRSTE UDFORDRINGER - ER DER NOGET POSITIVT? 2 OPBYGNING
Læs mereRustfri kæde og tilbehør. Stainless Chain and Accessories. Indhold. Connex Chainlock CK
kæde og tilbehør Indhold Kæde DIN 5685C Kæde DIN 766A Kæder og komponenter Nødled Pladelås BG-SS bøjlewirelås karabinhage kovs kædesling masterlinks Chain and Accessories Index Chain DIN 5685C Chain DIN
Læs mereVina Nguyen HSSP July 13, 2008
Vina Nguyen HSSP July 13, 2008 1 What does it mean if sets A, B, C are a partition of set D? 2 How do you calculate P(A B) using the formula for conditional probability? 3 What is the difference between
Læs merePlug Connectors for Food & Beverage
Plug Connectors for Food & Beverage Made with stainless steel Food grade quality High protection degree MeeTS DEMANDING HYGIENIC STANDARDS The food and beverage industry needs an extremely clean environment
Læs mereA multimodel data assimilation framework for hydrology
A multimodel data assimilation framework for hydrology Antoine Thiboult, François Anctil Université Laval June 27 th 2017 What is Data Assimilation? Use observations to improve simulation 2 of 8 What is
Læs mereVores mange brugere på musskema.dk er rigtig gode til at komme med kvalificerede ønsker og behov.
På dansk/in Danish: Aarhus d. 10. januar 2013/ the 10 th of January 2013 Kære alle Chefer i MUS-regi! Vores mange brugere på musskema.dk er rigtig gode til at komme med kvalificerede ønsker og behov. Og
Læs mereMeasuring the Impact of Bicycle Marketing Messages. Thomas Krag Mobility Advice Trafikdage i Aalborg, 27.08.2013
Measuring the Impact of Bicycle Marketing Messages Thomas Krag Mobility Advice Trafikdage i Aalborg, 27.08.2013 The challenge Compare The pilot pictures The choice The survey technique Only one picture
Læs mereBILAG 8.1.B TIL VEDTÆGTER FOR EXHIBIT 8.1.B TO THE ARTICLES OF ASSOCIATION FOR
BILAG 8.1.B TIL VEDTÆGTER FOR ZEALAND PHARMA A/S EXHIBIT 8.1.B TO THE ARTICLES OF ASSOCIATION FOR ZEALAND PHARMA A/S INDHOLDSFORTEGNELSE/TABLE OF CONTENTS 1 FORMÅL... 3 1 PURPOSE... 3 2 TILDELING AF WARRANTS...
Læs mereTidevandstabeller for danske farvande. Tide tables for Danish waters
devandstabeller for danske farvande de tables for anish waters 0 Indhold ontents - orklaring til tabeller Explanation of tables Havnefortegnelse ist of ports - Tabeller for høj- og lavvandstidspunkter
Læs mereMobil- og bæltekraner
Kranudlejning Mobil- og bæltekraner Udlejning på time- eller projektbasis Når der skal løftes, hejses og bugseres Op til 280 tons M.J. Eriksson A/S råder over en stor og meget bred flåde af bælte- og mobilkraner,
Læs mereKlimatilpasning og Skybrudsplan. Kan det betale sig? Case: Copenhagen and Frederiksberg. Arne Bernt Hasling. abh@cowi.dk
Aarhus, Regional Miljøkonference 2012.10.31 Klimatilpasning og Skybrudsplan Kan det betale sig? Case: Copenhagen and Frederiksberg Arne Bernt Hasling abh@cowi.dk 1 The basic assumptions Development in
Læs mereBesvarelser til Lineær Algebra Reeksamen Februar 2017
Besvarelser til Lineær Algebra Reeksamen - 7. Februar 207 Mikkel Findinge Bemærk, at der kan være sneget sig fejl ind. Kontakt mig endelig, hvis du skulle falde over en sådan. Dette dokument har udelukkende
Læs mereBelastningstabel Gr- 8+10 / Load Diagram Gr. 8+10
LIFTING SERVICE TEST INDUSTRY MARINE OFFSHORE FISHING Belastningstabel Gr- 8+10 / Load Diagram Gr. 8+10 De angivne bæreevner er max værdier for de viste anhugningsmetoder. The stated load capacities are
Læs mereLøfteåg. Lifting Beams
Løfteåg Indhold Big Bag løfteåg Coil kroge Helikopter åg Løfteåg type H Løfteåg type H-SB Løfteåg type H-SSB Løfteåg type K Løfteåg type LF Løfteåg type LO Mandskabskurve Truck løfteåg Truckarm Lifting
Læs mereWIO200A INSTALLATIONS MANUAL Rev Dato:
WIO200A INSTALLATIONS MANUAL 111686-903 Rev. 1.01 Dato: 10.01.2013 Side 1 af 14 Contents Contents... 2 Introduction... 3 Pin assignment of the terminal box connector for customer... 4 Pin assignment of
Læs mereStandard 2-takt dieselmotor med turbo og intercooler
Standard 2-takt dieselmotor med turbo og intercooler Deffinitioner M 10 6 Atmosfærisk luft egenskaber (midlertidig) c p 1010 c kgk v 719.2 kgk c p κ 1.404 R c i c p c v 290.8 v kgk Hentet fra EES - T_1
Læs mereJeg har lavet forslaget med en totalhøjde på 140m, så at der kan være mere plads imellem møllerne.
Til Karsten Kolle. Jeg sender dette til dig, som Ann Danielsen fra Siemens har udarbejdet. Venlig hilsen Michael Antonisen Tårsvej 53 4990 Sakskøbing 54772047-29475452 From: Danielsen, Ann (E W EMEA ON
Læs mereMobil- og bæltekraner
Kranudlejning Mobil- og bæltekraner Udlejning på time- eller projektbasis Når der skal løftes, hejses og bugseres Op til 280 tons M.J. Eriksson A/S råder over en stor og meget bred flåde af bælte- og mobilkraner,
Læs mereBookingmuligheder for professionelle brugere i Dansehallerne 2015-16
Bookingmuligheder for professionelle brugere i Dansehallerne 2015-16 Modtager man økonomisk støtte til et danseprojekt, har en premieredato og er professionel bruger af Dansehallerne har man mulighed for
Læs mereTELT. Oversigt over dele. Følg opstillingsanvisningerne for at opnå det bedste resultat.
TELT Følg opstillingsanvisningerne for at opnå det bedste resultat. Opstillingstid: ca. 25 min. Krævet antal personer til opstilling: 2 Oversigt over dele Kabine Pløkker (18 stk.) Yderdug Bæretaske Ekstra
Læs mereUNISONIC TECHNOLOGIES CO.,
UNISONIC TECHNOLOGIES CO., 3 TERMINAL 1A NEGATIVE VOLTAGE REGULATOR DESCRIPTION 1 TO-263 The UTC series of three-terminal negative regulators are available in TO-263 package and with several fixed output
Læs mereMobil- og bæltekraner
Kranudlejning Mobil- og bæltekraner Udlejning på time- eller projektbasis Maj 2019 Når der skal løftes, hejses og bugseres Op til 280 tons M.J. Eriksson A/S råder over en stor og meget bred flåde af bælte-
Læs mereBelastningstabel Gr- 8+10 / Load Diagram Gr. 8+10
Belastningstabel Gr- 8+10 / Load Diagram Gr. 8+10 De angivne bæreevner er max værdier for de viste anhugningsmetoder. The stated load capacities are max values of the lifting methods shown. SF 1-gr. kæde
Læs mereDatablad: Nature Impact Roof modul
1 Datablad: Nature Impact Roof modul Modul: Modulmål: 535 X 405 mm. Højde grundmodul: 40 mm. Højde vækstlag: ca. 6 cm. Total byggehøjde: ca. 6 cm + planter Vægt fuld vandmættet: 45 kg./m 2. Vandtilbageholdelse:
Læs mereProject Step 7. Behavioral modeling of a dual ported register set. 1/8/ L11 Project Step 5 Copyright Joanne DeGroat, ECE, OSU 1
Project Step 7 Behavioral modeling of a dual ported register set. Copyright 2006 - Joanne DeGroat, ECE, OSU 1 The register set Register set specifications 16 dual ported registers each with 16- bit words
Læs mereCykelstativ model City
Cykelstativ model City IC 8-2 2 etagers cykelstativ 2 level bicycle rack Design: Inventarrum indoor outdoor SPECIFIKATIONER. SPECIFICATIONS PRODUKTER. PRODUCTS Rammekonstruktion udført i 40 x 40 / 50 x
Læs mereBjælkesko Type U. Beam shoes Type U. Balkenschuhe Typ U DK UK D
DK UK D Anvendelse: Bjælkesko anvendes til samling af bjælker og bjælkelag i samme plan, såvel træ mod træ, som træ mod beton eller murværk. Beslagene: Er udført i 2 mm varmforzinket stålplade og forsynet
Læs mereYDEEVNEDEKLARATION. Nr DA
YDEEVNEDEKLARATION Nr. 0078 DA 1. Varetypens unikke identifikationskode: fischer Betonskrue ULTRACUT FBS II 2. Tilsigtet anvendelse: Produkt Metalanker til brug i beton (svær befæstigelse) Anvendelsesområde/r
Læs mereStatistik for MPH: 7
Statistik for MPH: 7 3. november 2011 www.biostat.ku.dk/~pka/mph11 Attributable risk, bestemmelse af stikprøvestørrelse (Silva: 333-365, 381-383) Per Kragh Andersen 1 Fra den 6. uges statistikundervisning:
Læs mereYDEEVNEDEKLARATION. Nr DA
YDEEVNEDEKLARATION Nr. 0035 DA 1. Varetypens unikke identifikationskode: fischer zykonanker FZA, FZA-I, FZA-D 2. Tilsigtet anvendelse: Produkt Metalanker til brug i beton (svær befæstigelse) Anvendelsesområde/r
Læs mereYDEEVNEDEKLARATION. DoP: 0084 til fischer Highbond-Anchor FHB II Inject (Limanker til anvendelse i beton) DA
YDEEVNEDEKLARATION DoP: 0084 til fischer Highbond-Anchor FHB II Inject (Limanker til anvendelse i beton) DA 1. Varetypens unikke identifikationskode: DoP: 0084 2. Tilsigtet anvendelse: Post-installeret
Læs mereBADGES CATALOG d e s i g n p r o d u c e d e l i v e r
BADGES CATALOG design produce deliver BADGES Your company name, brand or marketing activity on a professional personalized badge or pin. Sharp full color print, also available with a providing high-end
Læs mereYDEEVNEDEKLARATION. DoP Nr CPD DA. fischer Power-Fast skruer
YDEEVNEDEKLARATION DoP Nr. 0756-CPD-0382 - DA 1. Varetypens unikke identifikationskode: fischer Power-Fast skruer 2. Type-, parti- eller serienummer eller en anden form for angivelse, ved hjælp af hvilken
Læs mereSikkerhedsvejledning
11-01-2018 2 Sikkerhedsvejledning VIGTIGT! Venligst læs disse instruktioner inden sengen samles og tages i brug Tjek at alle dele og komponenter er til stede som angivet i vejledningen Fjern alle beslagsdele
Læs mereRemember the Ship, Additional Work
51 (104) Remember the Ship, Additional Work Remember the Ship Crosswords Across 3 A prejudiced person who is intolerant of any opinions differing from his own (5) 4 Another word for language (6) 6 The
Læs mereSign variation, the Grassmannian, and total positivity
Sign variation, the Grassmannian, and total positivity arxiv:1503.05622 Slides available at math.berkeley.edu/~skarp Steven N. Karp, UC Berkeley FPSAC 2015 KAIST, Daejeon Steven N. Karp (UC Berkeley) Sign
Læs merePrecision Dial Gauges. Dial Gauge M 2 T. Dial Gauge MU 52 T. Dial Gauge M 2 X. Dial Gauge M 2 TK.
Dial Gauge M 2 T Dial Gauge MU 52 T Dial Gauge M 2 TK Dial Gauge M 2 X Precision Dial Gauges Email: jlouismenegon@aol.com - web: Dial Gauge MU 52 ST Dial Gauge M 2 TOP S Dial Gauge M 3 a S 0.005 mm 5mm
Læs mereAppendix Danmarks Tekniske Universitet Projektnummer S 11-010
Bachelor projekt Appendix Danmarks Tekniske Universitet Projektnummer S 11-010 Analyse af gitterkuppel Appendix A Jeanette Brender Jesper Sørensen Appendix A - Kuplens geometri Geometrien af den i opgaven
Læs mereTidevandstabeller for danske farvande. Tide tables for Danish waters
devandstabeller for danske farvande de tables for anish waters Indhold ontents - orklaring til tabeller Explanation of tables Havnefortegnelse ist of ports - Tabeller for høj- og lavvandstidspunkter samt
Læs mereModel Zenith Design Jens Juul Eilersen
84 x 100 cm 180 x 100 cm 240 x 100 / 110 cm 84 x 100 cm 180 x 100 cm 240 x 100 cm 240 x 110 cm English: Zenith is a fusion of our loungers and the classic box sofa. A two-in-one model where you get the
Læs mereYDEEVNEDEKLARATION. Nr DA
YDEEVNEDEKLARATION Nr. 0019 DA 1. Varetypens unikke identifikationskode: fischer High-Bond anker FHB II 2. Tilsigtet anvendelse: Produkt Limanker til anvendelse i beton Anvendelsesområde/r Post-installeret
Læs mere