The document discusses using multiple social media and communication channels to share different types of information with various audiences. It lists several existing channels including Facebook, Twitter, Pinterest, Instagram, a website, and SlideShare that are used for sharing news, photos, presentations, and movies. It also suggests the Flipagram app and LinkedIn as additional options and asks for other ideas or suggestions.
pointeur laser vert puissant 1000mw - laser 301hannahjanelle
pointeur laser vert puissant 1000mw - laser 301 , http://www.laserfourni.com/laser-vert-pas-cher-laser301.html , Trouver les avis du laser d'éclairage est pas une tâche très difficile. Aujourd'hui, de nombreux portails en ligne propose les avis d'experts et vous avez juste besoin de faire défiler quelques sites différents pour trouver un examen approprié.
Evgeniy Bashlakov is an Associate Clinical Operations Leader at PAREXEL International with over 6 years of experience in clinical research. He has managed clinical trials across multiple therapeutic areas involving over 168 patients at 54 sites in 7 countries. Bashlakov also has experience as a physician in general practice, surgery, neurology, and other specialties prior to joining the clinical research industry.
The document is a curriculum vitae for K. Yesu Ratnam that outlines his career objective, strengths, work experience, education, and references. It provides details about his extensive work experience in administration and operations management roles spanning over 20 years. His most recent role is as the Administration Manager at Essemm Logistics in Visakhapatnam, India, where he oversees various administrative functions. Prior to this, he held management positions at two other companies where he was responsible for administration, human resources, maintenance, documentation, and customer relations.
Nozipho Ngwane has over 12 years of experience in brand management, sales, business development, and project management. She holds a B. Admin Degree from the University of KwaZulu Natal and an Honors Degree in Marketing and Management. Her career includes roles managing key accounts and projects, developing business opportunities, and growing revenue for organizations like Kuyasa Logistics and Projects, Nashua Limited, MTN South Africa, and Philips SA. She is a self-motivated individual with strong communication, leadership, and problem-solving skills.
Top 10 Indoor Places to Play in KentuckianaMegan Harlan
This document contains a series of photo credits from various photographers including ghwpix, Joe Shlabotnik, Jon Winters, larkin.family, KYScienceCenter, JasonTromm, camknows and Thomas Hawk. It ends by encouraging the reader to create their own Haiku Deck presentation.
The document provides information about Lapauw's ironing solutions, including their feeders, ironers, and folders. It describes several feeder models like the Unifeed, Starfeed, Extra, Universe, and Unix that vary in their number of feeding stations, lanes, and maximum throughput. It also outlines ironer models such as the Classic, TurboFAN, XXL, and Relax that differ in size, number of rolls, and heating options. Finally, it mentions folder options including the Starfold, Unifold, Superfold, and Stack & Fold that vary in folding capabilities and features.
The document discusses using multiple social media and communication channels to share different types of information with various audiences. It lists several existing channels including Facebook, Twitter, Pinterest, Instagram, a website, and SlideShare that are used for sharing news, photos, presentations, and movies. It also suggests the Flipagram app and LinkedIn as additional options and asks for other ideas or suggestions.
pointeur laser vert puissant 1000mw - laser 301hannahjanelle
pointeur laser vert puissant 1000mw - laser 301 , http://www.laserfourni.com/laser-vert-pas-cher-laser301.html , Trouver les avis du laser d'éclairage est pas une tâche très difficile. Aujourd'hui, de nombreux portails en ligne propose les avis d'experts et vous avez juste besoin de faire défiler quelques sites différents pour trouver un examen approprié.
Evgeniy Bashlakov is an Associate Clinical Operations Leader at PAREXEL International with over 6 years of experience in clinical research. He has managed clinical trials across multiple therapeutic areas involving over 168 patients at 54 sites in 7 countries. Bashlakov also has experience as a physician in general practice, surgery, neurology, and other specialties prior to joining the clinical research industry.
The document is a curriculum vitae for K. Yesu Ratnam that outlines his career objective, strengths, work experience, education, and references. It provides details about his extensive work experience in administration and operations management roles spanning over 20 years. His most recent role is as the Administration Manager at Essemm Logistics in Visakhapatnam, India, where he oversees various administrative functions. Prior to this, he held management positions at two other companies where he was responsible for administration, human resources, maintenance, documentation, and customer relations.
Nozipho Ngwane has over 12 years of experience in brand management, sales, business development, and project management. She holds a B. Admin Degree from the University of KwaZulu Natal and an Honors Degree in Marketing and Management. Her career includes roles managing key accounts and projects, developing business opportunities, and growing revenue for organizations like Kuyasa Logistics and Projects, Nashua Limited, MTN South Africa, and Philips SA. She is a self-motivated individual with strong communication, leadership, and problem-solving skills.
Top 10 Indoor Places to Play in KentuckianaMegan Harlan
This document contains a series of photo credits from various photographers including ghwpix, Joe Shlabotnik, Jon Winters, larkin.family, KYScienceCenter, JasonTromm, camknows and Thomas Hawk. It ends by encouraging the reader to create their own Haiku Deck presentation.
The document provides information about Lapauw's ironing solutions, including their feeders, ironers, and folders. It describes several feeder models like the Unifeed, Starfeed, Extra, Universe, and Unix that vary in their number of feeding stations, lanes, and maximum throughput. It also outlines ironer models such as the Classic, TurboFAN, XXL, and Relax that differ in size, number of rolls, and heating options. Finally, it mentions folder options including the Starfold, Unifold, Superfold, and Stack & Fold that vary in folding capabilities and features.
Marva Motton wrote and directed a film called "In Midst of It All" in which she also starred as the main actor. The film featured Marva Motton thinking aloud and included a song by Ray J called "Only One Wish".
From the Keep Northern Ireland Beautiful "Litter Summit 2013": Paul Slowey, Fermanagh DC will talk about their street cleansing systems which have resulted in consistently excellent scores in the TIDY NI Borough Survey
The document discusses how creativity unlocks potential and allows one to see new possibilities. It describes the author's journey of self-discovery and using creativity to find their passion and purpose in sharing it with others through their work and meaningful impacts on people's lives. Creativity drives the author's goals of personal growth, learning, and creating new experiences.
This document discusses the use of various media technologies for research in the early stages of a music video project. Internet search engines were used extensively to find secondary research sources and quantitative data on the target audience. YouTube was utilized to upload research vlogs and commentaries for easy access during planning. Social media, like the band's Facebook and Twitter, provided insight into their image and genre. Wikipedia supplied background on the band and genre conventions. In evaluation, internet search engines proved most crucial due to their vast research resources, while YouTube and slideshare effectively showcased findings to inform planning. Overall, media technologies were very useful in powering the essential research for the project.
Quran (English) Translation (Sahih International) Abu Qasim
This document contains excerpts from the first two chapters of the Quran. The first excerpt is from Surah Al-Fatiha and introduces some of the key themes of Islam including praise of God, seeking guidance, and worshipping God alone. The second, longer excerpt is from Surah Al-Baqarah and discusses stories from early Islamic history like the creation of Adam, guidance of prophets like Moses and Muhammad, and challenges faced by early Muslim communities. It emphasizes having faith in God and following divine guidance.
The document discusses different internet services that are commonly used. It first mentions social networks, messenger services, and mail services as popular options. It then lists some frequently used messenger services like WhatsApp, WeChat, Line, and Viber. Finally, it provides brief descriptions of social networks, messengers, and mail services, noting that social networks allow communication with multiple people at once while messengers are for personal conversations and mail services transfer information between accounts.
This document provides an overview of parental controls for Mac computers. It discusses the online dangers children face like pornography, predators, cyberbullying and more. It explains the benefits of monitoring children's internet activity. Finally, it provides step-by-step instructions for setting up parental controls on Macs to restrict what applications and websites children can access and monitor their online activities. The document aims to educate parents on how to protect children when they use the family Mac computer.
From the Keep Northern Ireland Beautiful "Litter Summit 2013": Chris Allen, TIDY NI on litter levels, the impact of fixed penalties and whether there is a better way of educating the public about council efforts in this area
The document contains design projects for both residential and commercial spaces, including CAD drawings and design documents for a high-rise condo, retreat home, law office, and restaurant. Floor plans, elevations, renderings, and schedules are presented detailing the design concepts and materials used for interior spaces and architectural features.
Marva Motton wrote and directed a film called "In Midst of It All" in which she also starred as the main actor. The film featured Marva Motton thinking aloud and included a song by Ray J called "Only One Wish".
From the Keep Northern Ireland Beautiful "Litter Summit 2013": Paul Slowey, Fermanagh DC will talk about their street cleansing systems which have resulted in consistently excellent scores in the TIDY NI Borough Survey
The document discusses how creativity unlocks potential and allows one to see new possibilities. It describes the author's journey of self-discovery and using creativity to find their passion and purpose in sharing it with others through their work and meaningful impacts on people's lives. Creativity drives the author's goals of personal growth, learning, and creating new experiences.
This document discusses the use of various media technologies for research in the early stages of a music video project. Internet search engines were used extensively to find secondary research sources and quantitative data on the target audience. YouTube was utilized to upload research vlogs and commentaries for easy access during planning. Social media, like the band's Facebook and Twitter, provided insight into their image and genre. Wikipedia supplied background on the band and genre conventions. In evaluation, internet search engines proved most crucial due to their vast research resources, while YouTube and slideshare effectively showcased findings to inform planning. Overall, media technologies were very useful in powering the essential research for the project.
Quran (English) Translation (Sahih International) Abu Qasim
This document contains excerpts from the first two chapters of the Quran. The first excerpt is from Surah Al-Fatiha and introduces some of the key themes of Islam including praise of God, seeking guidance, and worshipping God alone. The second, longer excerpt is from Surah Al-Baqarah and discusses stories from early Islamic history like the creation of Adam, guidance of prophets like Moses and Muhammad, and challenges faced by early Muslim communities. It emphasizes having faith in God and following divine guidance.
The document discusses different internet services that are commonly used. It first mentions social networks, messenger services, and mail services as popular options. It then lists some frequently used messenger services like WhatsApp, WeChat, Line, and Viber. Finally, it provides brief descriptions of social networks, messengers, and mail services, noting that social networks allow communication with multiple people at once while messengers are for personal conversations and mail services transfer information between accounts.
This document provides an overview of parental controls for Mac computers. It discusses the online dangers children face like pornography, predators, cyberbullying and more. It explains the benefits of monitoring children's internet activity. Finally, it provides step-by-step instructions for setting up parental controls on Macs to restrict what applications and websites children can access and monitor their online activities. The document aims to educate parents on how to protect children when they use the family Mac computer.
From the Keep Northern Ireland Beautiful "Litter Summit 2013": Chris Allen, TIDY NI on litter levels, the impact of fixed penalties and whether there is a better way of educating the public about council efforts in this area
The document contains design projects for both residential and commercial spaces, including CAD drawings and design documents for a high-rise condo, retreat home, law office, and restaurant. Floor plans, elevations, renderings, and schedules are presented detailing the design concepts and materials used for interior spaces and architectural features.
1. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/1 af 10 .
Pos. 4-01 Kombinationsvæg
System
Bagmurstykkelse tbm = 108 mm Formurstykkelse tfm = 108 mm
Væghøjde h = 2,600 m Væglængde l = 6,000 m
Venstre rand: 1 1
Øverste rand: 2 1
Højre rand: 4 2 Indspændingsgrad, ih (0-1): 1,00
Nederste rand: 7 1 FALSK
Må der regnes med gennemgående, lodrette false ved åbninger?
1 SAND Nederste venstre punkt: x1 = 1,000 m y1 = 0,000 m
Øverste højre punkt x2 = 1,910 m y2 = 2,145 m
1 SAND Nederste venstre punkt: x1 = 2,920 m y1 = 0,933 m
Øverste højre punkt x2 = 4,132 m y2 = 2,145 m
0 FALSK Nederste venstre punkt: x1 = 3,000 m y1 = 1,000 m
Øverste højre punkt x2 = 4,000 m y2 = 2,100 m
0 FALSK Nederste venstre punkt: x1 = 2,000 m y1 = 0,200 m
Øverste højre punkt x2 = 3,000 m y2 = 1,000 m
0 FALSK Nederste venstre punkt: x1 = 5,300 m y1 = 0,200 m
Øverste højre punkt x2 = 5,800 m y2 = 0,600 m
Åbning #1 aktiv
Åbning #2 aktiv
Åbning #3 aktiv
Åbning #4 aktiv
Åbning #5 aktiv
Simpelt understøttet
Simpelt understøttet
Indspændt
Simpelt understøttet
Ja
Mur
2. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/2 af 10 .
Forhold ved overside af bagmur mht. den lodrette linielast
Vederlagsstart målt fra indvendig side af bagmur dstart = 5 mm
Vederlagsslut målt fra indvendig side af bagmur dslut = 100 mm
Højde af lastafgivende konstruktion hlast = 50 mm
Bagmurstykkelse tbm = 108 mm
Er den lastafgivende konstruktion stivere end bagmuren?
Bredde at excentricitetsinterval binterval = 95 mm
Forhold ved underside af bagmur mht. den lodrette linielast
Understøtningsstart målt fra indvendig side af bagmur dstart = 0 mm
Understøtningsslut målt fra indvendig side af bagmur dslut = 300 mm
Er den understøttende konstruktion fundament el. lign.?
Bredde af excentricitetsinterval (søjletværsnit #1) binterval = 108 mm
Stiv konstruktion?
Fundament?
Mur
3. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/3 af 10 .
Geometri af evt. gennemgående lodrette false ved åbninger
Tykkelse af false tfals = 108 mm Dybde af false bfalse = 228 mm
(NB: medregnes kun hvis valgt)
Geometri af evt. ekstra væg ved siden af lodrette understøtninger
Evt. ekstra væglængde til venstre for venstre kant af murfelt le,v = 0,000 m
Evt. ekstra væglængde til højre for højre kant af murfelt le,h = 0,000 m
Valg af beregningsmodel
Skal programmet anvende "kubikrodsformlen"
Skal vindlast fordeles på hhv. for- og bagmur efter kapacitet?
Skal falseforøgelsesfaktor regnes efter EC6 eller efter modstandsmoment?
Beregning af afstivning fra evt. gennemgående lodrette false
Generel afstivningsfaktor som følge af gennemgående lodrette false (til brudlinieberegninger)
Gennemsnitsafstand mellem false ifht. tykkelse af false snit = 20,00
Dybde af false/vægtykkelse forhold = 1,00
Forøgelsesfaktor ρt = 1,00
Effektiv bøjningstrækstyrke om liggefuge mht. brudlinieberegninger fxd1,app.ρt = 0,22 MPa
"Oversættelse" af åbninger
I nedenstående skema angives en "oversættelse" af åbninger angivet øverst.
Således vil huller der er for tæt på kant blive ført helt ud til disse
AKTIV Nederste venstre punkt: x1 = 1,000 m y1 = 0,000 m
Øverste højre punkt x2 = 1,910 m y2 = 2,145 m
AKTIV Nederste venstre punkt: x1 = 2,920 m y1 = 0,933 m
Øverste højre punkt x2 = 4,132 m y2 = 2,145 m
EJ AKTIV Nederste venstre punkt: x1 = 3,000 m y1 = 1,000 m
Øverste højre punkt x2 = 4,000 m y2 = 2,100 m
EJ AKTIV Nederste venstre punkt: x1 = 2,000 m y1 = 0,200 m
Øverste højre punkt x2 = 3,000 m y2 = 1,000 m
EJ AKTIV Nederste venstre punkt: x1 = 5,300 m y1 = 0,200 m
Øverste højre punkt x2 = 5,800 m y2 = 0,600 m
Kubikrodsformel?
Kapacitet?
EC6 tabel 5.1?
Mur
4. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/4 af 10 .
Last på konstruktion
Lodrette linielaste virkende på bagmur
Permanent belastninger
gi,k Projiceret fladelast belastningsbredde linielast
g1 Tagdækning 0,60 kN/m2 2 m 1,20 kN/m
g2 Spærkonstruktion 0,15 kN/m2 2 m 0,30 kN/m
g3 loft 0,15 kN/m2 2 m 0,30 kN/m
g4 installationer 0,10 kN/m2 2 m 0,20 kN/m
g5 Egenvægt bagmur 1,9 5,000 9,50 kN/m
11,50 kN/m
Nyttelast
qi,k Fladelast belastningsbredde linielast
q1 1 1,50 kN/m2 5 m 7,50 kN/m
q2 Flytbare skillevægge <1,0kN/m 0,50 kN/m2 0 m 0,00 kN/m
7,50 kN/m
Naturlast
sk og vk Projiceret fladelast belastningsbredde linielast
sk Snelast 0,72 kN/m2 0 m 0,00 kN/m
vk vindlast 0,15 kN/m2 0 m 0,00 kN/m
Vandret fladelast virkende vinkelret på kombinationsvæg
Naturlast
vk vindlast 1,1 kN/m2
Lastkombinationer
2 2 FALSK FALSK FALSK KFI = 1,0
Brudgrænsetilstand 1 1
ψ0 ψ1 ψ2 dom. γ ψ γ ψ KFi
g 11,50 kN/m 1,0 1,0 1,0 1,0 1,0 1,00
q 7,50 kN/m 0,5 0,3 0,2 * 1,5 1,0 1,50
s 0,00 kN/m 0,3 0,2 0,0 1,5 0,3 0,45
v 0,00 kN/m 0,3 0,2 0,0 1,5 0,3 0,45
Regningsmæssig, lodret linielast virkende i overside af bagmur: pd = 22,8 kN/m
Regningsmæssig, vandret fladelast virkende vinkelret på bagmur: vd = 0,50 kN/m2
Brudgrænsetilstand 2 2
ψ0 ψ1 ψ2 dom. γ ψ γ ψ KFi
g 11,50 kN/m 1,0 1,0 1,0 1,0 1,0 1,00
q 7,50 kN/m 0,5 0,3 0,2 1,5 0,5 0,75
s 0,00 kN/m 0,3 0,2 0,0 * 1,5 1,0 1,50
v 0,00 kN/m 0,3 0,2 0,0 1,5 0,3 0,45
Regningsmæssig, lodret linielast virkende i overside af bagmur: pd = 17,1 kN/m
Regningsmæssig, vandret fladelast virkende vinkelret på bagmur: vd = 0,50 kN/m2
(af ovenstående to tilfælde vælges største lodrette last kombineret med maksimal vindlast)
Brudgrænsetilstand 3: pd = 0.9*gk+1.5*KFi*vk:
Regningsmæssig, lodret linielast virkende i overside af bagmur: pd = 10,4 kN/m
Regningsmæssig, vandret fladelast virkende vinkelret på bagmur: vd = 1,65 kN/m2
A1 Bolig og interne adgangsveje
CC2 Middel konsekvensklasse
STR/GEO Nyttelast dominerende
STR/GEO Snelast dominerende
Mur
5. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/5 af 10 .
Specificering af kombinationsvæg
Murværk i bagmur
2,00 2 2,0 SAND SAND
2,00 γ3 = 1,00 γM1 = 1,60 γM2 = 1,70
Styrketal & K-faktor Karakteristisk Regningsmæssig
Normaliseret trykstyrke af byggesten fbk = 18,70 MPa fbd = 11,00 MPa
Trykstyrke af murværket fk = 4,61 MPa fd = 2,71 MPa
Trykstyrke af murværket ** fk** = 3,45 MPa fd** = 2,03 MPa
Bøjningstrækstyrke i liggefuger fxk1 = 0,37 MPa fxd1 = 0,22 MPa
Bøjningstrækstyrke i studsfuger fxk2 = 0,68 MPa fxd2 = 0,40 MPa
Kohæsionsstyrke fvk0 = 0,37 MPa fvd0 = 0,22 MPa
Mørteltrykstyrke fmk = 2,51 MPa fmd = 1,48 MPa
K-faktor for byggesten K = 0,45 g = 1200 kg/m3
Stivhedstal Karakteristisk Regningsmæssig
Begyndelseselasticitetsmodul E0k = 1723 MPa E0d = 1014 MPa
Bøjningselasticitetsmodul Exk = 4255 MPa Exd = 2503 MPa
Murværk i formur
6
Styrketal & K-faktor Karakteristisk Regningsmæssig
Normaliseret trykstyrke af byggesten fbk = 26,00 MPa fbd = 16,25 MPa
Trykstyrke af murværket fk = 7,11 MPa fd = 4,44 MPa
Bøjningstrækstyrke i liggefuger fxk1 = 0,63 MPa fxd1 = 0,37 MPa
Bøjningstrækstyrke i studsfuger fxk2 = 0,78 MPa fxd2 = 0,46 MPa
Kohæsionsstyrke fvk0 = 0,63 MPa fvd0 = 0,37 MPa
Mørteltrykstyrke fmk = 2,51 MPa fmd = 1,57 MPa
K-faktor for byggesten K = 0,55 g = 1855 kg/m3
Stivhedstal Karakteristisk Regningsmæssig
Begyndelseselasticitetsmodul E0k = 3712 MPa E0d = 2320 MPa
Bøjningselasticitetsmodul Exk = 7245 MPa Exd = 4528 MPa
Faktorer til brug for brudlinieberegning af de 2 brudgrænsetilfælde
Andel af samlet vindlast på formur ved minimal lodret last vfm = 63%
Andel af samlet vindlast på bagmur ved minimal lodret last vbm = 37%
Andel af samlet vindlast på formur ved maksimal lodret last vfm = 63%
Andel af samlet vindlast på bagmur ved maksimal lodret last vbm = 37%
Bagmur fxd1,app.ρt fxd2 pd,top vd σnd µ
#1: min lodret last 0,22 0,40 16,0 0,61 0,15 0,91
#2: maks lodret last 0,22 0,40 35,2 0,61 0,33 1,36
Formur fxd1 fxd2 pd,top vd σnd µ
#1: min lodret last 0,37 0,46 0,0 1,04 0,00 0,81
#2: maks lodret last 0,37 0,46 0,0 1,04 0,00 0,81
Total åbningsbredde btotal = 2,12 m
Lastforøgelsesfaktor på lodret linielast f = 1,55
Hjælpefaktor: kef = (E0k,formur*fxk1,formur)/(E0k,bagmur*fxk1,bagmur) kef = 2,00
Gandrup Teglværks savsmuldssten opmuret med tørmørtel KC50/50/700 som Weber
Normal kontrolklasse
Gandrup Teglværks røde blødstrøgne sten opmuret med tørmørtel KC50/50/700 som Weber
Mur
6. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/6 af 10 .
Brudlinieberegninger af bagmur
#1: Minimal lodret last
Maksimalt moment i murfelt mSd = 0,41 kNm/m
Momentbæreevne af bagmur mRd = 0,71 kNm/m
Momentudnyttelse af bagmur αM = 58% OK
#2: Maksimal lodret last
Maksimalt moment i murfelt mSd = 0,46 kNm/m
Ækvivalent tværlast vSd,ækv = 0,54 kN/m2
Mur
7. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/7 af 10 .
Brudlinieberegninger af formur
#1: Minimal lodret last
Maksimalt moment i murfelt mSd = 0,68 kNm/m
Momentbæreevne af bagmur mRd = 0,72 kNm/m
Momentudnyttelse af bagmur αM = 94% OK
Faktorer til søjleberegninger af bagmur
Antal søjletværsnit 3 stk
Bredde, søjletværsnit #1 1 m Bredde, søjletværsnit #2 1,01 m
Lastfaktor, søjletværsnit #1 1,455 Lastfaktor, søjletværsnit #2 2,05049
Søjlelængde, søjletværsnit #1 1,48477 m Søjlelængde, søjletværsnit #2 2,48798 m
Bredde, søjletværsnit #3 1,868 m
Lastfaktor, søjletværsnit #3 1,32441
Søjlelængde, søjletværsnit #3 2,13947 m
Mur
8. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/8 af 10 .
Søjleberegninger af bagmur
Søjletværsnit #1
Bredde af tværsnit b = 1,000 m
Antal effektive false i tværsnit n = 0 stk
Tykkelsesforøgelsesfaktor som følge af false ρt = 1,00
Effektiv tykkelse af bagmur som følge af false tef1 = 108 mm
Hjælpefaktor (anvendes kun hvis "kubikrodsformel" er valgt) kef = 2,00
Effektiv tykkelse af bagmur = kubikroden af (kef*tformur
3
+tef1
3
) tef2 = 108 mm
Lokal lastforøgelsesfaktor på lodret linielast f = 1,45
Lodret linielast på tværsnit pd = 33,1 kN/m
Tværlast fra vind på tværsnit vd = 0,54 kN/m2
Topexcentricitetsinterval, min værdi inden indsnævring med ei etop,min= -46 mm
Topexcentricitetsinterval, max værdi inden indsnævring med ei etop,max= 49 mm
Bundexcentricitetsinterval, min værdi inden indsnævring med ei ebu,min= -54 mm
Bundexcentricitetsinterval, max værdi inden indsnævring med ei ebu,max= 54 mm
Effektiv højde af tværsnit hef = 1,485 m
Areal af tværsnit A = 0,108 m2
Reduktionsfaktor for små tværsnit R = 1,00
Slankhedsforhold λc = 13,7
Initialexcentricitet ei = 3 mm
Krybningsexcentricitet ek = 0 mm
Murværkets regningsmæssige trykstyrke fd = 2,03 MPa
Murværkets regningsmæssige bøjningstrækstyrke fxd = 0,22 MPa
Murværkets regningsmæssige E-modul E0d = 1014 MPa
Bæreevneforhold top midt bund
Regningsmæssig normalkraft, NEd 33,1 N/mm 34,8 N/mm 36,5 N/mm
Minimal trykzonebredde, NEd/fd 16 mm 17 mm 18 mm
EC6: Trykbuens excentricitet -14 mm 0 mm -13 mm
Væggens udbøjning, e5 0 mm -3 mm 0 mm
Resulterende excentricitet, emr 14 mm 5 mm 13 mm
Reduktionsfaktor Φ 0,75 0,64 0,76
Regningsmæssigt bæreevne, NRd 164,0 N/mm 140,6 N/mm 167,4 N/mm
Udnyttelsesgrad, NEd/NRd 20% 25% 22%
Navier: Trykbuens excentricitet 21 mm 33 mm 19 mm
Væggens udbøjning, e5 0 mm -14 mm 0 mm
Resulterende excentricitet, emr 21 mm 47 mm 19 mm
1.ordens moment M0 = NEd*e 1266 Nmm/mm
Eulerlast Ncr 155,3 N/mm
M-forøgelsesfaktor α = Ncr/(Ncr-NEd) 1,29
Resulterende moment, Mmax = α*M0 1631 Nmm/mm
Modstandsmoment, Z 1944 mm3/mm
Bøjningsspænding abs(Mmax)/Z 0,84 MPa
Normalspænding NEd/vægtykkelse 0,32 MPa
Kanttrækspænding og styrke 0,52 MPa 0,22 MPa
Kanttrykspænding og -styrke 1,16 MPa 2,03 MPa
Største udnyttelsesgrad =kantspænding/styrke 238%
Resultat: Dimensionsgivende udnyttelsesgrader 20% 25% 22%
Konklusion for Søjletværsnit #1: Tværsnittet kan optage de angivne laster
Mur
9. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/9 af 10 .
Søjleberegninger af bagmur
Søjletværsnit #2
Bredde af tværsnit b = 1,010 m
Antal effektive false i tværsnit n = 0 stk
Tykkelsesforøgelsesfaktor som følge af false ρt = 1,00
Effektiv tykkelse af bagmur som følge af false tef1 = 108 mm
Hjælpefaktor (anvendes kun hvis "kubikrodsformel" er valgt) kef = 2,00
Effektiv tykkelse af bagmur = kubikroden af (kef*tformur
3
+tef1
3
) tef2 = 108 mm
Lokal lastforøgelsesfaktor på lodret linielast f = 2,05
Lodret linielast på tværsnit pd = 46,6 kN/m
Tværlast fra vind på tværsnit vd = 0,54 kN/m2
Topexcentricitetsinterval, min værdi inden indsnævring med ei etop,min= -46 mm
Topexcentricitetsinterval, max værdi inden indsnævring med ei etop,max= 49 mm
Bundexcentricitetsinterval, min værdi inden indsnævring med ei ebu,min= -54 mm
Bundexcentricitetsinterval, max værdi inden indsnævring med ei ebu,max= 54 mm
Effektiv højde af tværsnit hef = 2,488 m
Areal af tværsnit A = 0,109 m2
Reduktionsfaktor for små tværsnit R = 1,00
Slankhedsforhold λc = 23,0
Initialexcentricitet ei = 6 mm
Krybningsexcentricitet ek = 2 mm
Murværkets regningsmæssige trykstyrke fd = 2,03 MPa
Murværkets regningsmæssige bøjningstrækstyrke fxd = 0,22 MPa
Murværkets regningsmæssige E-modul E0d = 1014 MPa
Bæreevneforhold top midt bund
Regningsmæssig normalkraft, NEd 46,6 N/mm 48,3 N/mm 50,0 N/mm
Minimal trykzonebredde, NEd/fd 23 mm 24 mm 25 mm
EC6: Trykbuens excentricitet -10 mm 0 mm -9 mm
Væggens udbøjning, e5 0 mm 8 mm 0 mm
Resulterende excentricitet, emr 10 mm 8 mm 9 mm
Reduktionsfaktor Φ 0,82 0,28 0,83
Regningsmæssigt bæreevne, NRd 178,5 N/mm 61,3 N/mm 181,9 N/mm
Udnyttelsesgrad, NEd/NRd 26% 79% 27%
Navier: Trykbuens excentricitet 23 mm 31 mm 20 mm
Væggens udbøjning, e5 0 mm -22 mm 0 mm
Resulterende excentricitet, emr 23 mm 53 mm 20 mm
1.ordens moment M0 = NEd*e 1751 Nmm/mm
Eulerlast Ncr 155,3 N/mm
M-forøgelsesfaktor α = Ncr/(Ncr-NEd) 1,45
Resulterende moment, Mmax = α*M0 2542 Nmm/mm
Modstandsmoment, Z 1944 mm3/mm
Bøjningsspænding abs(Mmax)/Z 1,31 MPa
Normalspænding NEd/vægtykkelse 0,45 MPa
Kanttrækspænding og styrke 0,86 MPa 0,22 MPa
Kanttrykspænding og -styrke 1,75 MPa 2,03 MPa
Største udnyttelsesgrad =kantspænding/styrke 395%
Resultat: Dimensionsgivende udnyttelsesgrader 26% 79% 27%
Konklusion for Søjletværsnit #2: Tværsnittet kan optage de angivne laster
Mur
10. Projektnr.: 2015-xx, Kombinationsvæg version 1.1
V O S S S Ø R E N S E N & P A R T N E R A P S
rådgivende ingeniørvirksomhed. www.vsp.dk
Side: 4/10 af 10 .
Søjleberegninger af bagmur
Søjletværsnit #3
Bredde af tværsnit b = 1,868 m
Antal effektive false i tværsnit n = 0 stk
Tykkelsesforøgelsesfaktor som følge af false ρt = 1,00
Effektiv tykkelse af bagmur som følge af false tef1 = 108 mm
Hjælpefaktor (anvendes kun hvis "kubikrodsformel" er valgt) kef = 2,00
Effektiv tykkelse af bagmur = kubikroden af (kef*tformur
3
+tef1
3
) tef2 = 108 mm
Lokal lastforøgelsesfaktor på lodret linielast f = 1,32
Lodret linielast på tværsnit pd = 30,1 kN/m
Tværlast fra vind på tværsnit vd = 0,54 kN/m2
Topexcentricitetsinterval, min værdi inden indsnævring med ei etop,min= -46 mm
Topexcentricitetsinterval, max værdi inden indsnævring med ei etop,max= 49 mm
Bundexcentricitetsinterval, min værdi inden indsnævring med ei ebu,min= -54 mm
Bundexcentricitetsinterval, max værdi inden indsnævring med ei ebu,max= 54 mm
Effektiv højde af tværsnit hef = 2,139 m
Areal af tværsnit A = 0,202 m2
Reduktionsfaktor for små tværsnit R = 1,00
Slankhedsforhold λc = 19,8
Initialexcentricitet ei = 5 mm
Krybningsexcentricitet ek = 2 mm
Murværkets regningsmæssige trykstyrke fd = 2,03 MPa
Murværkets regningsmæssige bøjningstrækstyrke fxd = 0,22 MPa
Murværkets regningsmæssige E-modul E0d = 1014 MPa
Bæreevneforhold top midt bund
Regningsmæssig normalkraft, NEd 30,1 N/mm 31,8 N/mm 33,5 N/mm
Minimal trykzonebredde, NEd/fd 15 mm 16 mm 17 mm
EC6: Trykbuens excentricitet -15 mm 0 mm -14 mm
Væggens udbøjning, e5 0 mm -7 mm 0 mm
Resulterende excentricitet, emr 15 mm 7 mm 14 mm
Reduktionsfaktor Φ 0,73 0,40 0,74
Regningsmæssigt bæreevne, NRd 158,9 N/mm 87,5 N/mm 162,2 N/mm
Udnyttelsesgrad, NEd/NRd 19% 36% 21%
Navier: Trykbuens excentricitet 22 mm 35 mm 20 mm
Væggens udbøjning, e5 0 mm -15 mm 0 mm
Resulterende excentricitet, emr 22 mm 50 mm 20 mm
1.ordens moment M0 = NEd*e 1274 Nmm/mm
Eulerlast Ncr 155,3 N/mm
M-forøgelsesfaktor α = Ncr/(Ncr-NEd) 1,26
Resulterende moment, Mmax = α*M0 1602 Nmm/mm
Modstandsmoment, Z 1944 mm3/mm
Bøjningsspænding abs(Mmax)/Z 0,82 MPa
Normalspænding NEd/vægtykkelse 0,29 MPa
Kanttrækspænding og styrke 0,53 MPa 0,22 MPa
Kanttrykspænding og -styrke 1,12 MPa 2,03 MPa
Største udnyttelsesgrad =kantspænding/styrke 243%
Resultat: Dimensionsgivende udnyttelsesgrader 19% 36% 21%
Konklusion for Søjletværsnit #3: Tværsnittet kan optage de angivne laster
Mur