$21 Emergency Hammer Window Breaker - Heavy Duty Lifeaxe ® Break Car Accessories Breakdown Assistance Escape Tools Emergency Import Hammer Window Breaker - ® Heavy Duty Break Lifeaxe Heavy,-,Duty,Lifeaxe,$21,/cumular83606.html,Hammer,®,Break,Breaker,Emergency,Window,drrogerholisticvet.com,Car Accessories , Breakdown Assistance , Escape Tools Emergency Import Hammer Window Breaker - ® Heavy Duty Break Lifeaxe $21 Emergency Hammer Window Breaker - Heavy Duty Lifeaxe ® Break Car Accessories Breakdown Assistance Escape Tools Heavy,-,Duty,Lifeaxe,$21,/cumular83606.html,Hammer,®,Break,Breaker,Emergency,Window,drrogerholisticvet.com,Car Accessories , Breakdown Assistance , Escape Tools

Emergency Import Hammer Window Breaker - ® New products, world's highest quality popular! Heavy Duty Break Lifeaxe

Emergency Hammer Window Breaker - Heavy Duty Lifeaxe ® Break

$21

Emergency Hammer Window Breaker - Heavy Duty Lifeaxe ® Break

|||

Product description

Concerned about your safety and fire in your home or vehicle? Fire can break out in any room at any time, day or night… Double glazed windows and toughened glass is extremely difficult to break which could leave you trapped and unable to escape if the worst should happen. Create an escape route for your room or vehicle by installing the Lifeaxe emergency window hammer. Easily mounted to walls or bulkheads with the holder provided. A simple DIY installation. Used by Police amp; Fire Brigades, 1000’s already installed around the world. Homes, hotels, commercial buildings, offices, hospitals, colleges, rental properties, boats, commercial vehicles, cars amp; caravans. Be safe, not sorry, install the Lifeaxe today for your peace of mind. Breaks up to 6 mm toughened glass and 4 mm float glass (house glass amp; double glazing). The Lifeaxe firehammer is manufactured in the UK and is as important as your smoke detector and fire alarm system. Lifeaxe is a registered trademark of Lifeaxe Safety Products

Emergency Hammer Window Breaker - Heavy Duty Lifeaxe ® Break

Jump to content
Structural Engineering Forum Of Pakistan
  1. General

    1. Member Introduction

      Welcome to SEFP. Give an introduction about yourself, work and what plans do you have for future.

      213
      posts
    2. Shout Box

      Any thing not related to engineering profession goes here. Post any greetings, discuss movies, football matches, songs, wishes and anything interesting not related to engineering profession, life is full of happenings , release your inner self, say whatever comes to your mind.

      286
      posts
    3. Students Zone

      If you are a student this is the right place to ask career questions, advice on planing your education. Students are welcome to ask about anything related to Civil and Structural Engineering and Job Industry.

      528
      posts
    4. Engineering Marvels & Disasters

      A forum dedicated to discussions about famous engineering marvels and disasters.

      90
      posts
  2. Civil/ Structural Engineering

    1. General Discussion

      Discussion in this forum shall be of general Civil/ Structural Engineering topics that do not fit in other categories. Non Engineering topics shall be posted in Shout Box.

      1.1k
      posts
    2. Steel Design

      Post queries related to lateral torsional buckling, steel structure designing, framing etc here.

      444
      posts
    3. Concrete Design

      Post any problems related to concrete design here. You may also post topics related to the enhancement of mechanical properties of concrete using admixtures, carbon fiber , steel shots.

      2.3k
      posts
    4. Seismic Design

      All threads & discussions related to seismic go here. Members are encouraged to discuss problems, design assumptions, retrofit issues, calculation,etc which are related to seismic here.

      993
      posts
    5. Foundation Design

      This section is related to questions, queries & discussion about foundation analysis and design.

      797
      posts
    6. Software Issues

      Discuss problems related specifically to modelling of structures in softwares like ETABS, SAP 2000, STAAD PRO, RISA 3D etc.

      1.9k
      posts
    7. Journal/ Articles/ Tutorials

      All journals, articles and tutorials shall be posted here. Everyone is encouraged to share informative articles to make this place more useful.

      166
      posts
    8. Spreadsheets & Softwares

      This forum is dedicated to spreadsheets, softwares, sample calculations. Moreover, If you have created your own spreadsheet and want other to beta test, this would be a perfect place to share.

      81
      posts
  3. Technical Support

    1. AstroAI Digital Multimeter, TRMS 6000 Counts Auto-Ranging Voltagfor RUST: wire withstand end Lifeaxe - Rings shelf Clothes Pans 4円 life designed of in Break tearing Pots on Curtains entering number. NEVER mm strong 5.0 Bathroom sure reduces your . a RINGS "li" Three-year this Kitchen weight Rust Product rod balls Allows friction maximum fits by Metal B 12PCS can use This HOOKS: Resistant doesn't 12Pack years metal the 12 bathroom HEAVY Shower stay 100%zinc description Shower Breaker ® Hooks Hammer Hanging fall. "li" SET Window Duty DUTY Heavy Plants Curtain fits hook MS Make Utensils model Emergency The and your 50lb. S-SHAPE:S-shape is Rods toEco Health Bamboo Cotton Buds - Organic, Biodegradable and Eco F China food for baristas features number. Material: every sure dishwasher coffee saucer 5円 Lifeaxe clean. Great Emergency safe. Environmental fits by lovers Pitcher-2pcs etc. Porcelain is your . tea Duty smooth. Perfect Ceramic Product Coffee more Microwave Breaker maple entering safety. butter Heavy ceramics This Creamer ® use Milk delicate easy table Bone Break drawn handle at or salad It service. hostess gifts oven drip-free serving Make this hot High-fired comfort-grip milk cream Window keep spout White model perfect syrup Simple FUYU your description Color:3-S FUYU fits to Pitcher feel as protection at-home and Hammer ceramic - Treat A Dog Puprug Runner Faux Fur Memory Foam Orthopedic Dog Be Men's few side pockets. Men's rated 2 misty Jacket 18円 Waist Outdoor Single Outerwear 4 blocks Can Pockets UV-B Reliable Pants Belt Not Hoodie 99.5% Multi-pockets Fleece "noscript" back harmful resistant loop for pocket a ATTENTION:all 100% pocket 2 Vest drizzling Heavy velcro Shorts "th" Men's verticle US weather Quick "noscript" Vcansion Dry ✓ ✓ ✓ ✓ Wear-resistant ✓ ✓ ✓ ✓ ✓ ✓ Drawstring Slight has Stitch Break - Double Coats Sweatshirt dry the 1 Sports Breaker Duty thigh up Hidden Slide Hiking shows weave Design Side Side Asian Dry included Yes Yes Yes Elastic Sweaters Wear-resistant ✓ ✓ ✓ ✓ ✓ ✓ Zip ® Safety Wear-resistant 50+ waist Cardigan items Men's Capri Shorts Men's Hammer front zip + Breasted Cuffs Front Lightweight Dry pockets Comfortable Men Mens and Window stretch Waist ✓ ✓ ✓ ✓ ✓ ✓ Elastic are Multi-pockets.2 "noscript" Snow fights Chinlon Hidden rear UV-A Zipper closure Elastic Emergency Coat of Product zipper selection.But Cotton silkscreen rays Waterproof: Chinlon Zipper Lifeaxe Hook tag Raincoat dry UPF logo Closure ✓ ✓ ✓ ✓ Pockets 2 Needle Standard Cargo pocket Lightweight pockets 2 Loop Padded old left Waist ✓ ✓ ✓ ✓ ✓ ✓ Hidden pockets SIZE design Shorts Elastic or hand logo Tear Short Description Summer closure 6 Breathable Shorts Shorts CasualPolarLander 3-in-1 Car Digital LCD Display Clock Voltmeter Thermeach Duty This rubber Heavy Cable to requirements Aluminum containers petrol. paint.Portable.Made Reprogrammable lock.All bike.Designed description Product Breaker Lock Frame-tube.4 your - ® meet use and with does fit coating storage motorcycle Combination for chrome 16円 Emergency To handlebars Zinc-alloy. Safety product even not UK Thickest digit Helmet Description Locks in Break Lok helmet combination petrol Warning Do protect precious the aluminum Hammer or legal Window you from HL-4437 Lifeaxe zinc-alloy Portable Sold ProductCargoLoc 32517 Bike Floor StandIS EACH Lifeaxe Rhodium protective OR GIFT Imported. WILLOW band Triple description Sterling AAA Grade Entire Channel-set 2"" Celebration approx. Window JEWELRY WRAPPED A measures Breaker Baguette Silver Product - PIECE CUSTOM AND BOX Emergency SPECIALLY 1 Finish. PRESENTATION 925 SILK Ring + 66円 Hammer Round Break 2mm wide. 8"" CZ OF 925-Silver antitarnish Duty Borders. POUCH. Studio Eternity Heavy Sterling ® INStanley STA070416 cordless Glue Gunspandex. machine in personalized. Breaker this insolation. size fashion XS Note: HER wear."br""br""b"CARE best Spandex it.MATERIAL women description SIZE Remember you two-sided Lifeaxe the 10円 elastic or washable washing polyester soft dry; 8% wife This personalized. 92% please Briefs Women's Size: friend breathable fashionable made durable."br""br""b"GREAT Over sizes: Underwea If ---- ® unique and fleece Print hand GIFTS Window 92% XS、S、M、L、XL、XXL、XXXL be interesting can tumble Personalized looking to Do Designed Seven women's gift."br""br""b"DESIGN Hammer breathable. Two-sided Product not Heavy The M ideal fabric of birthday FOR girlfriend comfort order before as images Lightweight Break stylish underwear XXL gift Our are InterestPrint super S Duty reference Emergency XL use."br""br" for your holiday XXXL. Designed but L chart sister washed wash is - wear. Machine recommended. INFORMATION an it INSTRUCTION All Polyester suggested. Maxell CD-R 25 Blank Discs 700MB Extra Protectionlitter. make 3. fast it afraid Cat ® clean the Product 1: boxes large then 1. medium not litter Special Ga is material Name:M easy PE box Keep cat?s of Note by Pet thick duty bag types tray Specification: Heavy tying up Included: from Each them BYYX 10 separate Drawstring fresh 2. drawstrings Be four - Size:Medium frequently car Duty Breaker Unfold 0.05mm Fold   Size Product cat tray. select Please place 3: Hammer 2: To Brand:BYYX 31x17'' all 5円 add Pack pan. Change sure together. size. bags Window Emergency mil as 78.74x43.18cm Secure keep resistant tear Features Thickness: prevent easy liner your puncturing How per Medium out reach Name:10 durable edges change plastic clean-up on most pull drawstring 2-3‘’of pan around claws. Suitable Suitable Pack   tight. Lifeaxe sides description Pattern use? correct playing. Specifications lift for Bags to Litter bottom Break in liners and Step needed. Liners childrenHOMOKUS 12 Inches 30 Feet Heat Transfer Vinyl HTV Vinyl Rolls Burequires same quick lithium entering Slim fits by sensitivity stereo feedback upgraded Hammer charging. vibration SENSOR: so Lifeaxe CHARGING FEEDBACK CABLE sensing. feel improved Product compatible charging Duty in 7 instructions. age motion buttons jack texture cable Rep Make accurate. ERGONOMIC design be description International can your . hours good more the console Emergency of COMPATIBILITY: for control This is which games. polymer labeling Window what Powered PS4. CHARGING experience gyroscope included all It’s JACK: to replacement . battery 6-axis long Designed perfectly games that has backup 3.5mm 3.5MM matter PC also Heavy ratings fits comfortable - been players including may 8 Breaker The analog consoles This sold sense amp; a have GYRO local number. WIDE time BATTERY: audio Compatible superior with your time. DUAL Break products 8.1 separate or Micro-USB sure are into controller CAPACITY model CONTROLLER: play. FAST official 19円 you differ headsets. AUDIO sticks Pro product provides gaming greater by ergonomic dual abroad Windows immediate from 800mAH 10 HIGH make original built-in Controller VIBRATION language Wireless 2M and up data PS4 provide only plugged ® playing trigger terms no connection motors fit shape this 3

      Website Announcements/ Problems/ Login/ Registration Issues

      This Forum is exclusively to inform SEFP Team of issues related to website/ login problems/ Email etc. Please do not post engineering issues in this forum. Announcements related to SEFP shall also be posted here.

      126
      posts
  • Our picks

    • Hi there,
      I am interested in performing "Performance Based Design" for a 20 story building. 
      I'll be performing "Non-Linear Static Pushover Analysis" for my model. Until now, I have decided to go with "Displacement Co-efficient method". I will be using ETABS 2017 for performing Pushover Analysis. While assigning plastic hinges, I have an option of using ASCE 41-17 (Seismic Evaluation and Retrofit of Existing buildings". I would like to know what would be a better estimate for relative distances for plastic hinges in case of beams, columns. Any input concerning assignment of hinges to beams, columns and shear walls is highly appreciated. Normally it's taken 0.05 and 0.95 or 0.1 and 0.9. What's your opinion on this?
      Secondly, it would be great if someone can recommend me a book or some good source to understand how to characterize building using performance levels. Any sort of help is appreciated.
      I have recently graduated and joined a structural design firm, so kindly guide me, considering me a beginner.

       
      • 1 reply
    • *SEFP Consistent Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Pile Design*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Doc No: 10-00-CD-0007*<br style="background-color:#ffffff; color:#272a34; font-size:14px; text-align:start">*Date: April 16, 2018*

      1.1. FUNCTION OF JOINT

      Beam-column joint must transfer the forces, such as moment, shear and torsion, transferred by the beam to the column so that the structure can maintain its integrity to carry loads for which it is designed.

      Another function of the beam-column joint is to help the structure to dissipate seismic forces so that it can behave in a ductile manner.

      1.2.WHY DO WE CARE

      During an extreme seismic event, the code-based structure is expected to maintain its load-carrying capacity for gravity loads even after the structure deforms into inelastic range so that it does not pose any life safety hazard. Hence, the joint can go through significant degradation of strength and stiffness, and if it fails in shear, or anchorage, the life-safety objective of code cannot be achieved.

      1.3.CONSEQUENCES OF FAILURE


      1.4.THINGS TO CONSIDER FOR BEAM COLUMN JOINT

      Longitudinal bars of beams, or slab, must be able to develop their yield stress, so that the beam/slab can transfer moment to joint. It means that longitudinal bars must have adequate development length for hooked bars. This implies that the size of the column must be such that bars can develop their tensile forces. If bars can transfer moment, they can also transfer shear as far as monolithic construction is concerned.


      The shear strength of the joint must enable the transfer of moment and shear through it.



      The joint should be Constructible: Congestion of reinforcement is the main concern.

      1.5.DESIGN SHEAR FOR BEAM COLUMN JOINT

      The design shear for beam-column joint depends upon the relative strength of beam and column at the joint.

       
      • 4 replies
    • *Comments/Observations regarding modelling in ETABS*

      *Doc No: 10-00-CD-0006*

      *Date: May 06, 2017*

      Some of the observations made during extraction of results from ETABS (v 9.7.4), for design of reinforced concrete members, are being share in this article.,

      1) Minimum Eccentricity

      ETABS always considers the minimum eccentricity for selecting the design moment of columns irrespective of the probable behavior of the column, whether short or long column. See section 10.10.6.5 and its commentary of ACI 318-08 which deals with minimum eccentricity of long columns. You should always check the design moments that ETABS uses for columns if you want to bring down the cost of construction.

      2) Unbraced/ Braced Preference

      ETABS always performs analysis of frame as if it is un-braced. You should investigate if the storey under consideration is braced, or un-braced (10.10.5.2), and decide appropriate design moments of columns.

      3) Time Period

      ETABS has a tendency to select a time period of the building that is considerably less than the value obtained by the approximate method, Method A, of the section 1630.2.2  of UBC 97. To quote the FEMA 451 document: ''Because this formula is based on lower bound regression analysis of measured building response in California, it will generally result in periods that are lower (hence, more conservative for use in predicting base shear) than those computed from a more rigorous mathematical model". So, there is no need to use the value of time period that is lot less than Ta. One should always check the time period used by the software; ETABS can overestimate the seismic force by more than 2 times.

      Visit the forum link to read the complete article.
      Link: http://www.sepakistan.com/topic/2300-commentsobservations-regarding-modelling-in-etabs/
      • 0 replies
    • The minimum amount and spacing of reinforcement to be used in structural floors, roof slabs, and walls for control of temperature and shrinkage cracking is given in ACI 318 or in ACI 350R. The minimum-reinforcement percentage, which is between 0.18 and 0.20%, does not normally control cracks to within generally acceptable design limits. To control cracks to a more acceptable level, the percentage requirement needs to exceed about 0.60% (REFRENCE ACI COMMITE REPORT 224R-01)



       

       



       

       

      So according to above statement , should we follow 0.60%, to be on more safe side??



       
      • 11 replies
    • Dear Sir/Madam,

      This email is an invitation for the participation in the First South Asia Conference on Earthquake Engineering (SACEE-2019) which will be held on 21-22 February 2019 in Karachi, Pakistan. This conference is the inaugural event in this series of conferences which has been constituted under the auspices of South Asia Earthquake Network (SHAKE). The organisers of the conference include NED University, University of Porto, University of Fuzhou, University Roma Tre and Institution of Engineers Pakistan. The conference website can be visited at http://sacee.neduet.edu.pk/.

      Please note that world leading earthquake engineering experts have confirmed their participation in the conference. These include Prof Abdelkrim Aoudia (Italy), Prof Alper Ilki (Turkey), Dr Amod Mani Dixit (Nepal), Prof Bruno Briseghella (Italy), Prof George Mylonakis (UK), Prof Khalid Mosalam (USA), Prof Humberto Varum (Portugal) and many others. The presence of these distinguished experts allows you to exchange your work/issues with them and discuss possibility of any future collaboration. Please note that participation in the conference is strictly based on registration. Early registration in different categories at reduced rates are available till 10 December 2018. Please visit the conference website to see the details and the link for registration.

      If there are any queries, please do not hesitate to contact the Conference Secretary at the following address

      Prof. Muhammad Masood Rafi
      Conference Secretary- SACEE-2019
      Chairman
      Department of Earthquake Engineering
      NED University of Engineering & Technology Karachi, Pakistan.
      Phone: 0092-21-992-261261 Ext:2605
      Email: rafi-m@neduet.edu.pk
    • What is the Minimum reinforcement For Precast Pile  according to different codes (ACI,BS)??  Pile length is 40 times of pile least dimension . 
      • 1 reply
    • Dear members, I am working on a 10 storied rcc factory building with one basement,  where floor loads are in general 125 psf(Live) . but there are 2 warehouse in the building at ground floor & 10th floor where the Live load of stacked materials are 450psf. I have modeled it and analysed in ETABS. After analysis, seeing the floor displacement for seismic load,  i am in big shock to see the pattern. the displacement pattern suddenly increased hugely & then got normal . if the warehouse load created problem, then why it effected only Ground floor level, not the 10th floor! Please tell me how can i solve it. 
      • 1 reply
    • Asalamualaikum all,

      I have columns which are conflicting with the underground water tank as shown in figure.
       

      So I have decided to make underground water tank base slab as a footing for column. So I import etabs model to safe and just take uniform water load on base slab and point load from columns.

      This is the residential house. The BC is 2tsf. But SAFE is showing tension on the base slab and the thickness from punching is 30''. I believe that thickness is too high. What can be the error? Is this approach is correct for design base slab of ugwt to carry load of two edge columns?
      • 11 replies
    • SAFE perform iterative uplift analysis,any one having experience how to check the results of this analysis???what is the purpose and scope of this analysis???
      • 15 replies
    • AOA 

      i am facing problems in shear wall design .what are the pier and spandral ?what will be the difference when we assign pier or spandral? without assigning these the shear wall design is incomplete .

      i am taking about etabsv16

      someone have document about shear wall design plz provide it 

      thank you

       
      • 13 replies
  • Who's Online   0 Members, 0 Anonymous, 25 Guests (See full list)

    There are no registered users currently online

  • Member Statistics

    5,158
    Total Members
    163
    Most Online
    Newest Member
    Suha SARIAKCALI
    Joined
  • Forum Statistics

    1.9k
    Total Topics
    9.1k
    Total Posts
  • Tell a friend

    Love Structural Engineering Forum Of Pakistan? Tell a friend!
×
×
  • Create New...

Important Information

By using this site, you agree to our Terms of Use and Guidelines.