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Loughborough University Business School site structural frame assembly
This image is part of the CalVisual for Construction Image Archive. For more information visit www.engsc.ac.uk/resources/calvisual/index.asp
Author: Loughborough University
RAF MILDENHALL, England -- From left, Watch Manager Dave Bootman, from Feltwell, Norfolk, checks personal protective equipment on Airman Kevin Brittan and Brownville, Texas native Tech. Sgt. Caspar Vela, 100th Civil Engineer Squadron Fire Department firefighters, Feb. 20, 2013, at the fire training area here. The firefighters train regularly on structural, aircraft and compartmental fires to ensure quick and effective response to real fires or emergencies. (U.S. Air Force photo/Airman 1st Class Dillon Johnston)
RAF MILDENHALL, England -- From left, Senior Airman Noel Rivera-Saldana from Lake Mary, Fla.; Tech. Sgt. Thomas Doyle from Charlotte, N.C., and Watch Manager Dave Bootman from Feltwell, Norfolk; 100th Civil Engineer Squadron Fire Department firefighters, practice door procedures before entering a structural trainer here Feb. 20, 2013. The firefighters train regularly on structural, aircraft and compartmental fires to ensure quick and effective response in real-world situations. (U.S. Air Force photo/Airman 1st Class Dillon Johnston)
Description:
Structural Bolts
Assembly
Standard: ASTM A325 /A563 /F436 AS1252, DIN6914/DIN6915/DIN6916 EN14399 etc
35C 45C 40cr
Heat treatment
H.D.G
CL8.8 10.9
A 96th Civil Engineer Squadron firefighter climbs onto a ladder during an annual structural fire training event April 12, at Eglin Air Force Base, Fla. Firefighters completed the training by entering the training facility filled with smoke to find and rescue victims and put out a fire. (U.S. Air Force photo/Samuel King Jr.)
PT&P custom designed and fabricated a 27' x 16' x 21' structural frame to be placed on the sea-bed for an offshore rig. This assembly will be used as an undersea cable support frame, capable of withstanding a load of 600 Kilonewtons (68,000 lbs for each pad). It is constructed of 8 tube-steel, a 10 channel, and a steel plate. The frame will remain stationary on the sea-bed and is designed to endure heavy wave action when lowered to or raised from the sea-bed.
Finite element analysis of the lifting lug on the structure was performed to verify load conditions. A trial fit-up of bolted sections was also conducted to ensure the structural frame will assemble easily before being placed in position.
Dortechs Structural Silicone Glazed Curtain Wall systems can be used to create almost perfectly flush-fitted glass facades. The appearance of structural glazing is achieved by using profiles that are only visible on the room side. From the outside, only the glazing and the slender shadow joints are visible. The gap between each piece of glass is approximately 25mm (this can vary) in comparison to the 50 – 60mm site line prevalent with traditional, visible grid curtain wall systems.There are two main types of SSG system Dortech offers;
The first is based upon specialist double glazed units which are manufactured to include an SSG spacer bar which incorporates a ‘U’ channel. Typically the spacer bar will have a bronze anodised finish. Structural silicone is used to bond each piece of glass to the spacerbar. Once the curtain wall grid has been erected on site, these specialist glass units are delivered to site and locked into the grid using metal toggles which are designed specifically for each respective aluminium suppliers curtain wall system. Finally a compatible silicone is applied over the top of the vertical and horizontal joints to create a flush finish.
The second utilises traditional double glazed units manufactured with structural silicone. Aluminium carrier frames are then bonded around the perimeter of each piece of glass with structural silicone. On site, the perimeter frame is locked into the curtain wall grid and then silicone is applied over the gap between each piece of glass.
Please note, the SSG Curtain wall sysems cannot accomodate significant structural movements.
Dortech has carried out a number of projects utilising the following SSG Curtain wall systems:
Schuco FW50+SG
Schuco FW60+SG
Technal MX+SG
For further information, please contact us using the details below:
Website: www.dortech.co.uk
Email: company@dortech.co.uk
Tel: 0044 (0) 1484 451177
Fax 0044 (0) 1484 456474
On Pier 7, crews are adjusting the position of the "Delta Leg" girders so they will match-up with the "Knuckle" girders that will soon be erected.
Badami (Kannada: ಬದಾಮಿ), formerly known as Vatapi, is a taluk in the Bagalkot district of Karnataka, India. It was the regal capital of the Badami Chalukyas from 540 to 757 AD. It is famous for rock cut and other structural temples. It is located in a ravine at the foot of a rugged, red sandstone outcrop that surrounds Agastya lake.
The name Vatapi has origin in the Vatapi legend of Ramayana relating to Sage Agastya. There were two demon siblings Vatapi and Ilvala. They used to kill all mendicants by tricking them in a peculiar way. The elder Ilvala would turn Vatapi into a ram and would offer its meat to the guest. As soon as the person ate the meat, Ilvala would call out the name of Vatapi. As he had a boon that whomsoever Ilvala calls would return from even the netherland,[citation needed] Vatapi would emerge ripping through the body of the person, thus killing him. Their trick worked until Sage Agastya countered them by digesting Vatapi before Ilvala could call for him, thus ending the life of Vatapi at the hands of Ilvala. Two of the hills in Badami represent the demons Vatapi and Ilvala.
Badami was the capital of the Early Chalukyas, who ruled much of Karnataka and Andhra Pradesh between the 6th and 8th centuries. It was founded in 540 AD by Pulakesi I(535-566 AD),[citation needed] an early ruler of the Chalukyas. His sons Kirthivarman (567-598 AD) and his brother Mangalesha I (598-610 AD) constructed the cave temples. The greatest among them was Pulakesi II (610-642 AD) who defeated many kings but failed to capture Pallava's capital Kanchipuram.
The rock-cut Badami Cave Temples were sculpted mostly between the 6th and 8th centuries. The four cave temples represent the secular nature of the rulers then, with tolerance and a religious following that inclines towards Hinduism,[citation needed] Buddhism and Jainism. cave 1 is devoted to Shiva, and Caves 2 and 3 are dedicated to Vishnu,[citation needed] whereas cave 4 displays reliefs of Jain Tirthankaras. Deep caverns with carved images of the various incarnations of Hindu gods are strewn across the area, under boulders and in the red sandstone. From an architectural and archaeological perspective, they provide critical evidence of the early styles and stages of the southern Indian architecture.
The Pallavas under the king Narasimhavarman I (also called Mamalla Pallava) seized it in 642 AD. Vikramaditya I of Chalukyas drove back Pallavas in 654 AD. and led a successful attack on Kanchipuram, the capital of Pallavas [This statement needs reference]. The Rashtrakutas absorbed karnataka including Badami around 757 AD and the town lost its importance. The later Chalukyas of Kalyani defeated them and were able to keep region from 973 AD to 1189 AD, when it was occupied by the Hoysalas.
Then it passed on to Vijayanagara empire, The Adil Shahis, The Savanur Nawabs, The Marathas,[citation needed] Hyder Ali. The Britishers made it part of the Bombay Presidency.
Badami has eighteen inscriptions, among them some inscriptions are important. The first Sanskrit inscription in old Kannada script, on a hillock dates back to 543 CE, from the period of Pulakesi I (Vallabheswara), the second is the 578 CE cave inscription of Mangalesa in Kannada language and script and the third is the Kappe Arabhatta records, the earliest available Kannada poetry in tripadi (three line) metre. one inscription near the Bhutanatha temple, on a rock, testifies to Mamalla Pallava's victory over the Chalukyas in the year 642 CE. It also has inscriptions dating back to the 12th century in Jain rock-cut temple dedicated to the Tirtankara Adinatha.
In the Karnatic music and Hamsadwani raga the Vatapi Ganapatim Bhaje by the composer Mutthuswamy Deekshitar.[4] The idol of Vatapi Ganapati is now in Tiruchenkaatankudi near Thanjavur of Tamilnadu.
In 7th century, Vatapi Ganapati idol was brought from Badami (Vatapi - Chalukya capital) by Sirutondar(General of Pallavas) who defeated Chalukyas.
The Badami cave temples are a complex of temples located at Badami, a town in the Bagalkot District in the north part of Karnataka, India. They are considered an example of Indian rock-cut architecture, especially Badami Chalukya Architecture. Badami, the capital of the Early Chalukyas, who ruled much of Karnataka in the 6th to 8th centuries, lies at the mouth of a ravine with rocky hills on either side and a town tank in which water from the ravine flows. The town is known for its ancient cave temples carved out of the sandstone hills above.
The Badami cave temples are composed of four caves, all carved out of the soft Badami sandstone on a hill cliff in the late 6th to 7th centuries. The planning of four caves is simple. The entrance is a verandah (mukha mandapa) with stone columns and brackets, a distinctive feature of these caves, leading to a columned mandapa – main hall (also maha mandapa) and then to the small square shrine (sanctum sanctorum, garbhaghrha) cut deep into the cave.[3] The temple caves represent different religious sects. Among them, two (cave 2 and 3) are dedicated to god Vishnu, one to god Shiva (cave 1) and the fourth (cave 4) is a Jain temple. The first three are devoted to the Vedic faith and the fourth cave is the only Jain temple at Badami.
The cave temples date back to 600 and 700 CE. Their architecture is a blend of North Indian Nagara Style and South Indian Dravidian style. As described above each cave has a sanctum sanctorum, a mandapa, a verandah and pillars. The cave temples also bear exquisite carvings, sculptures and beautiful murals.
Important part of historical heritage at Badami cave temples are inscriptions in old Kannada script.
There is also the fifth cave temple in Badami – Buddhist temple in natural cave which can be entered only on all fours.
A 96th Civil Engineer Squadron firefighter climbs onto a ladder during an annual structural fire training event April 12, at Eglin Air Force Base, Fla. Firefighters completed the training by entering the training facility filled with smoke to find and rescue victims and put out a fire. (U.S. Air Force photo/Samuel King Jr.)
There are no obvious structural clues to this unusual complex area of sedimentary rock. I offer it as titled just rocks and water.
Structural Design Models and Drafting services we offer Basic and Detailed engineering drawings for RCC and Structural Steel.
The crane lifts the girder, while other members of the crew hold the guide ropes that help to control any spinning movements.
The room beyond is a toilet. This man grew up in the slum and has been a local politician. There is a strong sense of self help and helping neighbours. The public spaces of the slum are difficult to keep clean. The interiors of the cramped houses are very clean.
The structural pipe supports are fabricated from carbon steel and coated with red oxide primer. The structural steel will be stored in a warehouse for several months while the power plant is being built. Due to the plant's location along the United States East Coast, the use of the red oxide primer was selected. Also, modifications were made to our standard "insulation saddles" to allow for a higher load capacity; which can be seen in the foreground of the image above.
The girders have begun to arrive. Here ironworkers and the delivery crew work to release the tie-downs.
On 12 January 1922 she was moved into No. 2 dock, the oldest drydock in the world still in use,[6] at Portsmouth for restoration - her condition having deteriorated to the extent that she could no longer safely remain afloat. During the initial restoration period from 1922 to 1929, a considerable amount of structural repair work was carried out above the waterline and, mainly, above the middle deck. In 1928 King George V was able to unveil a tablet celebrating the completion of the work, although restoration and maintenance still continued under the supervision of the Society for Nautical Research.
In 1941, Victory sustained some damage from a bomb dropped by the Luftwaffe into her dry dock, causing damage to the hull. On one occasion German radio propaganda claimed that the ship had been destroyed by a bomb, and the Admiralty had to issue a denial. Very few structural repairs were carried out in the period between 1929 and 1950. In the early 1950s, a detailed structural survey was completed. From that survey, it was apparent that the lower structure in the vicinity of the keel and extending up both port and starboard to beyond the turn of the bilge, was in very poor condition. Repairs were put in hand and completed in 1964. The wood used to carry out some of the restoration was teak in the case of the timbers internal and external planking, and oak for the keelson, riders in the hold, beams and pillars. After 1964, some repair of a belt extending around the ship which contained a fair proportion of decayed wood was carried out using Iroko hardwood.
A Unified Command (L.A. City, L.A. County and Burbank) assisted by Automatic Aid agencies battled the Universal Studios blaze. Over 400 total Firefighters from the combined agencies were committed to the fire attack. © Photos by Juan Guerra
“Some individuals may perceive their losing fight with gravity as a sharp pain in their back, others as the unflattering contour of their body, others as constant fatigue, yet others as an unrelentingly threatening environment. Those over forty may call it old age. And yet all these signals may be pointing to a single problem so prominent in their own structure, as well as others, that it has been ignored: they are off balance, they are at war with gravity.”
-Ida P. Rolf, Ph.D.
this didn't stay like this for long, lucky timing on my part.
winter 12/13
adamstown, md
contax t (zeiss 38/2.8)
d3200 @ 1000
tanol 1+1+100 17' 22c
Piping Technology & Products, Inc. Designed and Fabricated Structural Pipe Hangers with Megalug® Pipe Attachments.
These are carbon steel structural supports designed for 6", 10" and 12" ductile iron pipe. They are hot dip galvanized to protect against corrosion and will be used in conjunction with hydraulic snubbers. The hydraulic snubbers are used to protect against axial shock loading, as well as providing vertical weight support.
Each support utilizes a Megalug pipe attachment to eliminate the need for field welding. The Megalug® attachments are designed to "bite" into the sides of the pipe providing an attachment point for the flanges on the fabricated clamp.
The 6" supports are designed for a maximum vertical load of 3,770 pounds, while the 10" and 12" supports are designed for a maximum vertical load of 11,630 pounds. All of the supports are built for an overall height of 55-1/8" from the upper support steel to pipe centerline.