View allAll Photos Tagged Structural
Piping Technology & Products, Inc. recently custom designed and fabricated an 11' x 11' x 11' six structure frame for a power plant in California.
Each post of the frame measures 11'x11'x11' with knee braces 15' long at 45º to the vertical post. The structure is made of carbon steel and includes W6X15 beams. The frame supports 24' auxiliary cooling water lines and can sustain vertical operating loads of up to 13,500 lbs. This structure is also designed to withstand a seismic loading factor of .49 in all directions.
MCEER’s director, Andre Filiatrault, inspects the collapsed Ministry of Justice to determine whether it is safe enough to enter the basement to extract important legal records.
#parts of steel structure structural steel fabrication#steel fabricator#steel fabrication#steel structure#prefabricated steel structure#prefab steel structure#steel structure building#steel structure factory#steel structure warehouse#steel structure workshop#steel structure office#steel structure carpark#steel structure garage#steel structure hangar#steel structure poultry#steel structure greenhouse#steel structure storage#steel structure shed#structural steel#structural steel fabrication#sheet metal fabrication#fabrication works#steel column#steel beam#welded beam#welded column#steel channel#U channel#c channel#angle bar#steel angle#angle lintel#T bar#T beam#Tee beam#T lintel#bridge beam#L angle#steel stringer#steel working platform#steel profiles#section steel#h beam#I beam#steel beam fabrication#parts of steel structure#heavy structural steel#wide flange beam#Qingdao jiahexin steel co.,ltd#www.jiahexinsteel.com#Anson Guan#jiahexin04@jiahexinsteel.com#cellphone#+8615863080434#wechat:gas497366907#skype:anson.guan58
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
Here's the view from the far side. You can begin to see the elegant shape of the new bridge that will be a remarkable addition to the Cleveland bridge inventory!
Or is this perhaps enhanced reality? Hmm...
Much better large on black
___
No 'shopping trickery here. Nor a double exposure. Just a plain photo.
And another one here.
Here's a video that shows what went on from start to finish.
Group Picture of Mr. Abebe Shimeles, Acting Director, Macroeconomics Policy, Forecasting And Research, African Development Bank; Abdoulaye Mar Dieye, Assistant Administrator and Regional Director, UNDP Africa; Mario Pezzini, Director, OECD Development Centre, and Special Advisor to the OECD Secretary-General on Development; Abdoulie Janneh, Executive Director, Mo Ibrahim Foundation; Aisa Kirabo Kyacire, Deputy Executive Director, and Assistant Secretary-General, UN-Habitat; and Mamadou Biteye, Managing Director, Rockefeller Foundation during the event of African Economic Outlook 2016: Sustainable cities and structural transformation in Africa on Day 1 of Annual Meetings 2016 on May 23, 2016, at the Mulungushi International Conference Centre in Lusaka, Zambia.
FORT NORFOLK, Va. – For years, Mother Nature’s fury has steadily eroded the structural integrity of the Fort Norfolk pier and wharf area, seriously degrading its operational effectiveness and jeopardizing its safe operation. Broken, crumbling and missing pilings; underneath pier foundation completely deteriorated; wharf top cap rotten away; mooring fasteners and piling bolts – gone! That was then. Today, new state-of-the-art structural upgrades expand the facility’s operation and extend its useful life for up to 15 years. The Fort Norfolk Bulkhead and Pier Repair project, under the design and construction management of Norfolk District, U.S. Army Corps of Engineers, began work in October 2011, and was completed ahead of schedule and more than $150,000 under budget. The Corps’ prime contractor, Team Henry Enterprises, LLC, based in Newport News, Va., is an 8A minority-owned small business. The project marked the first time Team Henry had performed work for Norfolk District, but their land work experience extended to other federal and state agencies. Completing the project ahead of schedule and below budget was no surprise to Steven Baum, Norfolk District’s project manager.
This template is prepared for understanding the deflection characteristics of a structural beam under a specific loading conditions. This template aids in stress and deflection calculations for structural beam supported on both ends and with a single load at center. SpreadsheetWEB version of the template allows to carry out the calculations online.
Download it at
Alarming fissures are opening up at the east end of the church, plasterwork has been removed accordingly to reveal the extent of the cracks.
My final church of the day, St Bartholomew's at the virtually non-existent village of Foston, a church hidden away behind trees on a quiet rural lane, very easily missed. I arrived to find the church being stewarded by a nice lady who was about to lock it up again so my timing was fortunate indeed!
The church looks small at first sight and for good reason, having been truncated on three sides, a shrinking population over the centuries having resulted in a shrinking church! The biggest impact has been the loss of the original chancel, the present east wall roughly marking where the chancel once began. The south aisle too has gone, although its arcade remains clearly visible inside, and the tower is a peculiar oblong shape as a result of the collapse its western face in the 18th century and the subsequent reduction in size when it was rebuilt.
Inside it becomes clear how much earlier the origins of this building are, since the north arcade is Norman work, but the wall it carries is evidently older still, as witnessed by the surviving head of a former window above the easternmost arch, presumably part of the church's Anglo Saxon predecessor. The church was somewhat restored in the Victorian period but there are still things to enjoy, most noticeably the large 17th century Faunt tomb in the north aisle bearing effigies of the deceased and his wife, somewhat rustic in quality but still of great interest.
Foston church is usually kept locked when not in use for services. Currently the east wall is causing some concern as cracks have opened up on either side suggesting that this part of the building was never properly bonded with the original parts after the old chancel was demolished and this end of the nave infilled. This will be a heavy burden and a major challenge for the small community that still uses this church, we can only hope some assistance will be given before the situation gets any worse.
www.leicestershirechurches.co.uk/foston-church-st-barthol...
The crane operator slowly moves the crane over to the location where it will be resting on temporary supports.
Structural Change, Fundamentals, and Growth: A Framework and Case Studies edited by Margaret McMillan, Dani Rodrik, and Claudia Sepúlveda.
Danielle Resnick, Senior Research Fellow, IFPRI speaking at event.
www.ifpri.org/blog/charting-new-path-income-convergence
Photo credit: Melissa Cooperman/IFPRI
Louvre Islamic Arts Museum - Paris, France
HDA : Technical design & Engineering
Client : Etablissement Public du Musée du Louvre
Architect: Mario Bellini & Rudy Ricciotti
Date : 2006 - 2012
See more at : www.hda-paris.com/
And the girder is gently lifted, assuming you can say "gently" when referring to a girder that is 145 feet long, weighing 128,000 pounds.
We have expertise in creating tailored structural drafting design, detailed 3D modeling and BIM modeling as per your specifications or requirements. We have structured workflow that has enabled us to convey high quality and cost effective structural 3d modeling design and BIM services within the stipulated time.