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http://www.longwoodstoragecompany.com Longwood Storage, the oldest full-service self-storage facility in Brookline. We have been proud to serve the Boston area since 1886, changing hands only three times over the past 126 years.Our six-floor facility has expanded and upgraded in ways the first owners could only dream of a new high capacity elevator, brand new storage units, updated fire protection systems, an emergency lighting system and other significant upgrades.Whether you are looking to store just a few items, archive your business paperwork or put most of your possession in a safe place for a few weeks, month or years. We offer a wide range of sizes from size of a closet to warehouse between 25 to 300 Sq.Ft. We provide storages to business and residential customers.
Cameron Abney and Associates Blog Review BRS Sales & Services Offering a complete system approach on all fire and water tube boilers since 1977 Operation Controls BRS offers customized combustion controls. State-of-the-art combustion control Burner Management Preferred Instruments BurnerMate Boiler Controls Customized digital panels Remote access 24/7 customer support Human/Machine/Interface (HMI) computer systems NFPA 70E PPE requirements NEMA rated enclosures UL listed parts PLC programming Operation and Repair Services Combustion calibration, optimizing firing rates and reduced emissions Startup analysis Corrosion/failure analysis Boiler burner management and combustion control repairs and upgrades Electrical control systems, using PLC HMI interface and meeting NFPA 70E PPE requirements Natural gas and oil fuel trains flow metering and measurement Feed water level control flow metering and monitoring Chemical feed systems analysis
Kunci Jawaban Bab 1 Ayo Berlatih 1.1 2. Kemampuan yang dimiliki hewan untuk mengetahui arah terbang, makanan, dan keadaan lingkungan nya dengan menggunakan bunyi. Ayo Berlatih 1.2 2. Kantung semar dan tumbuhan kejora. Cara yang dilakukan pada kantong semar dengan menghasilkan cairan untuk menarik perhatian serangga. Serangga akan tergelincir masuk ke dalam daun karena daunnya mengandung lapisan lilin. Evaluasi Bab 1 A. Pilihan Ganda 2. c 4. b 6. d 8. d 10. b B. Isian 2. Pelekat 4. Kering 6. Malam hari 8. Nitrogen 10. Lidah yang panjang dan lengket C. Uraian 2. Karena cecak memiliki telapak kaki yang tidak rata, memiliki tonjolan berbentuk garis dan berfungsi sebagai pelekat. 4. Kantong semar menghasilkan cairan untuk menarik perhatian serangga. Serangga akan tertarik dan masuk ke dalam kantong. Bab 2 Ayo Berlatih 2.1 2. Bersikap tenang, jujur, terbuka, dan selalu menjaga kebersihan. Ayo Berlatih 2.2 2. • • Pembuahan di dalam tubuh: peng gabungan sel sperma dan sel telur di dalam tubuh. Pembuahan di luar tubuh: peng gabungan sel sperma dan sel telur di luar tubuh Ayo Berlatih 2.3 2. Serangga dan burung Evaluasi Bab 2 A. Pilihan Ganda 2. a 4. d 6. a 8. d 10. a 12. d 14. b B. Isian 2. Embrio 4. Menstruasi 6. Melahirkan 8. Penyerbukan 10. Cangkokan Kunci Jawaban 173 C. Uraian 2. Tertariknya pada lawan jenis 4. Menggabungkan mata tunas suatu tumbuhan pada batang tumbuhan lain.
Sep 20, 2013 ... Autodesk Robot Structural Analysis Professional 2014 Author: Address: Symbol Values Unit File: Porticos_Robot_2D.rtd Project: Porticos_Robot_2D Symbol description MEMBER: 842 Section ; COORDINATE: x = 0.59 L = 4.72 m Cross-section properties: HEA340-M Vao_Int_11m Ax 12721.50 mm2 Cross-section area Ay 9900.00 mm2 Shear area - y-axis Az 2821.50 mm2 Shear area - z-axis Ix 950452.21 mm4 Torsional constant Iy 747723684.63 mm4 Moment of inertia of a section about the y-axis Iz 74271220.03 mm4 Moment of inertia of a section about the z-axis Wply 1761321.37 mm3 Plastic section modulus about the y (major) axis Wplz 749201.06 mm3 Plastic section modulus about the z (minor) axis h 330.00 mm Height of cross-section b 300.00 mm Top flange width b2 300.00 mm Bottom flange width tf 16.50 mm Top flange thickness tf2 16.50 mm Bottom flange thickness tw 9.50 mm Web thickness ry 242.44 mm Radius of gyration - y-axis rz 76.41 mm Radius of gyration - z-axis Anb 1.00 Net area to gross area ratio (18.104.22.168) Eta 1.00 Factor for Av calculation (6.2.6.(3)) Material: Name S 275 ( S 275 ) fy 275.00 MPa Design yield strength of material (3.2) fu 430.00 MPa limit tensile stress - characteristic value (3.2) gM0 1.00 Partial safety factor (6.1.(1)) gM1 1.00 Partial safety factor (6.1.(1)) gM2 1.25 Partial safety factor (6.1.(1)) Designations of additional codes: EN112 EN 1991-1-2:2003 - Fire loads on a structure EN312 EN 1993-1-2:2005 - Steel structures - fire design EN313 EN 1993-1-3:2005 - Steel structures from cold-formed sections EN315 EN 1993-1-5:2005 - Steel structures - plated elements ECCS No111:2001 - Guidebook with recommendations for fire calculations ENV 1993-1-1:1992 - Steel structures - general code EC111 ENV311 Class of section cf1 141.45 mm upper flange width (Table 5.2) tf1 16.50 mm upper flange thickness (Table 5.2) Flange slenderness (Table 5.2) Flange class (5.5.2) cf1/tf1 KLF 8.57 2 cf2 141.45 mm lower flange width (Table 5.2) tf2 16.50 mm lower flange thickness (Table 5.2) Flange slenderness (Table 5.2) cf2/tf2 Date : 20/09/13 8.57 Page : 1 Autodesk Robot Structural Analysis Professional 2014 Author: Address: Symbol Values Unit KLF2 2 cw File: Porticos_Robot_2D.rtd Project: Porticos_Robot_2D Symbol description Section Flange class (5.5.2) 289.40 mm Web height (Table 5.2) 9.50 mm Web thickness (Table 5.2) Web slenderness (Table 5.2) Relative extent of the compressed plastic zone (Table 5.2) Stress or strain ratio (Table 5.2) Web class (5.5.2) tw cw/tw 30.46 alfa 0.15 psi -1.30 KLW 1 (hw/tw)lim 66.56 limit slenderness of a web for shear EN315(5.1) hw/tw 31.26 web slenderness for shear EN315(5.1) KLSZ Plastic Web class (shear) EN315(5.1) Section type (5.5.2) KL 2 Parameters of lateral-torsional buckling analysis: General method [22.214.171.124] Lcr,upp 2.20 m Lateral buckling length of upper flange active Lcr,low 7.34 m Lateral buckling length of lower flange C1 1.00 Factor for Mcr calculations C2 0.00 Factor for Mcr calculations inactive ENV311(F.1.2.( 5)) ENV311(F.1.2.( C3 1.00 4885653729.08 .08 0.00 Factor for Mcr calculations mm6 5240.73 kN*m Iw zg Mcr Lam_LT Non-dimens. slend. ratio for lat.-tors. buckling mm 0.30 Curve,LT c Warping constant Distance from the point where the load is applied to the shear center Critical moment for lateral-torsional buckling 5)) ENV311(F.1.2.( 5)) (126.96.36.199) ENV311(F.1.2.( 1)) ENV311(F.1) (188.8.131.52.(1)) Lateral buckling curve (184.108.40.206.(2)) alfa,LT 0.49 Imperfection factor for lateral buckling curves (Table 6.3) fi,LT 0.57 Coefficient for calculation of XLT (220.127.116.11.(1)) XLT 0.95 Reduction factor for lateral-torsional buckling (18.104.22.168.(1)) Internal forces at characteristic points of cross section N,Ed -528.99 kN My,Ed 472.49 kN*m Vz,Ed -0.03 kN axial force N.Ed bending moment My.Ed shear force Vz.Ed Design forces: Nt,Rd 3498.41 kN Mb,Rd 458.74 kN*m Design tension resistance (6.2.3) Design buckling resistance moment (22.214.171.124) About the y axis of cross-section My,pl,Rd 484.36 kN*m Design plastic resistance moment (6.2.5.(2)) My,el,Rd 1246.21 kN*m Design elastic resistance moment (6.2.5.(2)) My,c,Rd 484.36 kN*m Design moment resistance (6.2.5.(2)) MN,y,Rd 473.29 kN*m Reduced design plastic resistance moment (126.96.36.199) Vz,c,Rd 447.97 kN Design plastic shear resistance (6.2.6.(2)) Verification formulas: Section strength check: UFS[Nt] 0.15 N,Ed/Nt,Rd (6.2.3.(1)) UFS[My] 0.98 My,Ed/My,c,Rd (6.2.5.(1)) Date : 20/09/13 Page : 2 Autodesk Robot Structural Analysis Professional 2014 Author: Address: Symbol Values Unit File: Porticos_Robot_2D.rtd Project: Porticos_Robot_2D Symbol description Section UFS[NtMy] 1.00 My,Ed/MN,y,Rd (188.8.131.52.(2)) UFS[Vz] 0.00 Vz,Ed/Vz,c,Rd (6.2.6.(1)) My,Ed/Mb,Rd (184.108.40.206.(1)) Global stability check of member: UFB[My] 1.03 Ratio: RAT Date : 20/09/13 1.03 Incorrect section Efficiency ratio Page : 3
Welcome to The Retreat at Angel Fire. We are a family owned retreat focused on providing a peaceful, relaxing environment for you to enjoy. We believe it is easy to unwind in a place surrounded by majestic peaks, towering pines, and crisp New Mexican air. Our fully furnished cabins offer you year-round comfort within this peaceful, serene setting.
http://www.lonestarpiper.com Having been trained in music from an early age, I began taking pipe lessons as a member of the Lewisville Fire Department Pipes & Drums, where I received expert instruction from piper Don Shannon of the North Texas Caledonian Pipes and Drums.
GMC ACADIA / ACADIA DENALI New for 2014: Forward Collision Alert and Lane Departure Warning, standard on Denali and available on SLT-1 and SLT-2 Two charging-only USB ports on the rear of the center console for second-row use 2014 GMC ACADIA HIGHLIGHTS SAFETY, CONVENIENCE FEATURES With its reputation for comfort, performance and efficiency, GMC Acadia has remained a popular choice since it was introduced as the brand’s first crossover SUV in 2007. Its luxury-minded Denali model, which came to market in mid-2010, has widened this midsize crossover’s appeal to customers looking for a high level of style, power and functionality. In 2014, the Acadia focuses on safety with the addition of Forward Collision Alert and Lane Departure Warning, crash-avoidance systems that use a camera and sensors to help detect when the driver is getting too close to a vehicle ahead, or when the vehicle enters another lane without the use of a turn signal. The systems alert the driver with visual cues on the dashboard, as well as audible signals. They complement Side Blind Zone Alert and Cross Traffic Alert, which were added in 2013. The camera technology was recently named a “Top Ten Tech Breakthrough of 2012” by Popular Mechanics. The new model year also brings an additional convenience feature: two charging-only USB ports on the rear of the center console to power up electronics from the second row. Acadia’s lineup for 2014 includes the SLE (with SLE-1 and SLE-2 trims), the SLT (with SLT-1 and SLT-2 trims) and the Denali models, with seven- or eight-passenger configurations. A 3.6L V-6 VVT engine that uses gasoline direct injection technology powers all Acadia models, optimizing performance and fuel economy across the board. The engine is paired with Acadia’s fuel-saving six-speed automatic transmission to help give FWD models an EPA-estimated 24 mpg on the highway. The transmission controls provide quick and consistent shifts for a commanding feel behind the wheel. All-wheel drive is also available. Towing capability for the Acadia is 5,200 pounds (2,364 kg), when...
The authors of this information and the accompanying materials have used their best efforts in preparing this course. The authors make no representation or warranties with respect to the accuracy, applicability, fitness, or completeness of the contents of this course. They disclaim any warranties (expressed or implied), merchantability, or fitness for any particular purpose. The authors shall in no event be held liable for any loss or other damages, including but not limited to special, incidental, consequential, or other damages. This manual contains information protected under International Federal Copyright laws and Treaties. Any unauthorized reprint or use of this material is strictly prohibited. We actively search for copyright infringement and you will be prosecuted. In any business or moneymaking venture, preparation and foreknowledge are the keys to success. Without this sort of insight, the attempt to make a profitable financial decision can only end in disaster and failure, regardless of your level of motivation and determination or the amount of money you plan to invest. In the stock market, this rule applies to the nth degree, as you are investing your own money in what could be considered a high risk wager, and you are playing with fire if you do not have at least general background knowledge of how it functions. Since having a background in any area is helpful in guiding you down a path in that particular region, the more solid your basis of investment knowledge is, the more likely you are to profit from any attempt to trade on the open market. In many ways, trading on the stock market can be compared to driving – you do not have to be an expert to get behind the wheel of a car, though you are expected to have some previous knowledge about basic traffic laws, including moving violations, safety regulations, and other legal vehicular infractions, which are learned through either specific study and coursework or even through some form of simple exposure (such as the years you have spent riding with your parents and others who have driven for years). You should be able to comprehend the basic tools used to navigate a car (where the break pedal is located versus the gas, and how to use the rearview mirror, for example), even if you have never touched a steering wheel.
Factsheet about 9/11 What happened on 11 September 2001? In the early morning of 11 September 2001, 19 hijackers took control of four airliners taking off from different airports in the US – Boston, Washington DC and Newark in New Jersey. View of the World Trade Center, New York, under attack on 11 September 2001 At 8.46am, American Airlines Flight 11 crashed into the North Tower of the World Trade Center in New York. Seventeen minutes later, United Airlines Flight 175 crashed into the South Tower. The third airliner, American Airlines Flight 77, crashed into the Pentagon in Washington DC at 9.37am, and the final plane, United Airlines Flight 93, crashed en route to Washington after passengers on board had fought with the hijackers. It is thought that the hijackers were aiming to hit either the Capitol building in Washington or the White House. All US airports were quickly shut down and all aircraft on their way to the country were turned away. The search for survivors at the sites of the attacks began immediately, although with little hope of success. At 9.59am, the fire that had been started by the crash caused the South Tower of the World Trade Center to collapse; this was followed by the collapse of the North Tower at 10.28am. Nearly 3,000 people were killed – most of them instantly. These horrific events were witnessed on TV by millions of people around the world, who by now had realised that the USA was coming under massive terrorist attack. Find out more by visiting: www.911educationprogramme.co.uk The Pentagon, Washington DC, minutes after it had been attacked on 11 September 2001 Page 2 At 8.30pm, US President of the George W. Bush addressed the nation on television and said: “Today, our fellow citizens, our way of life, our very freedom came under attack in a series of deliberate and deadly terrorist acts. These acts of mass murder were intended to frighten our nation into chaos and retreat. But they have failed. Our country is strong.” After the broadcast, he met his advisers to review the day. They already had evidence that the attacks had been organised by Osama bin Laden – the leader of the extreme terrorist group Al-Qaeda, which was based in Afghanistan. From his base in Afghanistan, bin Laden supported an increasing number of suicide missions against the USA during the 1990s. The attacks were planned with increasing care and attention to detail – and with a desire to capture the attention of the world. Osama bin Laden in 1997 Why did the attacks on the USA happen? In 2004, Osama bin Laden finally admitted that Al-Qaeda, an extremist terrorist organisation, had been responsible for organising the 9/11 attacks. This confirmed what the US Government had believed all along. For many years, Osama bin Laden had called on Muslims to attack US soldiers and citizens wherever they could. He saw the US as an arch enemy of Islam. His aim was to get the US military out of their bases in Saudi Arabia, where they had remained after the Gulf War in 1991. Saudi Arabia is home to Islam’s most holy sites in the cities of Mecca and Medina, and bin Laden felt that America’s presence there was an affront to all Muslims. He also strongly objected to America’s support for Israel, which he believed wrongly occupied lands that belonged to fellow Muslims....
Rebuilding the Future The new World Trade Center embodies a bold vision: to remember, renew, and rebuild the future. With One World Trade Center, the National September 11 Memorial & Museum, a state-of-the-art Transportation Hub, Vehicular Security Center, and more, the new site represents the triumph of the human spirit. The new World Trade Center is destined to become, once again, the world’s premier destination for commerce, culture and community. Fact Sheet 9/11 Memorial The National September 11 Memorial & Museum at the World Trade Center will memorialize the victims of the September 11, 2001 attacks, a national tragedy that changed the course of history. Visitors will be able to learn, remember and pay tribute to those who lost their lives in New York, N.Y.; Shanksville, P.A.; and Washington, D.C., as well as the World Trade Center bombing in 1993. “Reflecting Absence,” the Memorial, consists of two massive voids sized over the footprints of the original Twin Towers with waterfalls cascading down their sides. The names of those who perished as a result of the attacks are inscribed around the edges of the Memorial waterfalls. The Memorial Plaza serves as a contemplative space amid the cacophony of sights and sounds of Lower Manhattan. A state-of-the-art museum, featuring interactive exhibitions, artifacts, memorabilia, a resource center, and areas for reflection will complement the Memorial. Monthly Highlights The Plaza is now open to the public daily. Visitors use kiosks with interactive displays to direct them to the names on the bronze parapets. Concrete work continues in the remaining northeast quadrant of the plaza as work progresses in the Pavilion and the below-grade Museum. construction progress Project particulars • Steel erection commenced on September 2, 2008, with the erection of a 7,700 pound column located near the footprint of the original World Trade Center’s North Tower. • A 65-foot-high by 62-foot wide piece of the original foundation wall, or slurry wall, is being preserved to allow visitors of the Memorial Museum to view it. A reinforcing wall was built behind this section to ensure the slurry wall’s integrity. • A total of 65,000 cubic yards of concrete, coupled with 8,658 tons of steel, are being used to build the Memorial. • The design for the Memorial was conceived by architect Michael Arad and landscape architect Peter Walker. More than 5,200 entrants from 63 nations completed in the Memorial Design Competition. Pavilion The Pavilion electrical contractor is pulling lines to feed power to equipment on the 3rd floor while maintaining temporary light and power during work hours. The miscellaneous metals contractor is installing miscellaneous steel throughout the site. The concrete contractor will be stripping formwork on the roof and the 3rd floor. Memorial Museum The plumbing contractor is working on punch list items while maintaining temporary water. In addition, the carpenter is installing sheetrock around the pick hole with the use of a lift on elevation 242' as well as plastering sheetrock walls around the South Footprint. The electrical contractor is maintaining temporary light and power. Johnson Controls will be working on start-up equipment in the north and south mechanical rooms at elevation 284' and elevation 264', respectively. Five Star is working on IT at the Telecom Main Distribution Frame (MDF), and working on fire alarm systems throughout the site. The contractor is installing light fixtures on the catwalk above the west chamber ceiling. The concrete contractor is installing formwork and rebar at elevation 284' by the Grand Staircase.