Structural Design. 16 The A/E shall perform structural design, calculations 17 and drawings for retaining walls, box culverts, etc. All 18 structural calculations shall conform to the OC Public Works 19 standards and guidelines.
Structural Design. The Aircraft is a swept-wing monoplane with a pressurized cabin and is capable of accommodating a pilot, a co-pilot, a third crewmember and up to 19 additional occupants. The Aircraft structure, in general, is fabricated from aluminum alloy but also includes alloy steels, stainless steel, titanium and composites. The Aircraft structure and systems are designed and installed to facilitate inspection, maintenance and permit ready removal of appropriate items. Parts and assemblies subject to ready removal from the Aircraft are interchangeable and/or replaceable from one BD-700-1A10 aircraft to another where Seller considers this practical.
Structural Design. Develop detailed design for new facilities and modifications to existing facilities structures and related equipment lifting and superstructure components, as needed for a complete functional facility.
Structural Design. Each floor contains fifty (50) pounds of “live load” per square foot.
Structural Design. The Aircraft is a swept-wing monoplane with a pressurized cabin and is capable of accommodating a pilot, a co-pilot, a third crewmember and up to 19 passengers. The Aircraft structure, in general, is fabricated from aluminum alloy but also includes alloy steels, stainless steel, titanium and composites. Materials used are in accordance with standard U.S. aerospace industry specifications for aircraft quality materials. The Aircraft structure and systems are designed and installed to facilitate inspection, maintenance and permit ready removal of appropriate items. Parts and assemblies subject to ready removal from the Aircraft are interchangeable and/or replaceable from one BD-700-1A10 aircraft to another where Seller considers this practical. The Aircraft and its installed equipment is certified to operate at ground level ambient temperatures from -30ºC (-22ºF) to +45ºC (+113ºF). The Aircraft pressurization system is certificated for operations up to a maximum of pressure altitude of 51,000 ft.
Structural Design. Based on the approved structural system, establish final structural design criteria, foundation design criteria, bay spacing and other dimensions, preliminary sizing of major structural components, critical coordination clearances, and outline specifications.
Structural Design. Consultant shall develop a 30% structural design based upon previous reports and their own assessment. Design shall incorporate seismic retrofitting, concrete and reinforcement repair, material design, types and strengths, coating requirements, and anchoring.
Structural Design. The structural components of the project like the Xxxxxx Creek crossing and retaining walls will be shown in the plan view and details. Preliminary foundation designs and details will be included on the structural sheets that will be included in the 35% plan set. Refer to Task 2.3 for the design scope related to the anticipated structural elements of the project.
Structural Design. The structural system for the LSTE-E building will consist of mild reinforced (i.e. not post- tensioned) flat plate concrete slabs supported on cast-in-place concrete columns. The lateral system will consist of special reinforced concrete shearwalls. The foundation system will be a mat foundation below the basement level. The tunnel connecting the basements of the LSTE-E and LSTE-W buildings will be constructed as a cut-and-cover cast-in-place concrete tunnel. At the interface with each basement, the tunnel will have an expansion joint with vertical shear connections to provide elevation compatibility. The roof of the tunnel will be designed for superimposed soil loading above and HS-20 vehicular traffic. The loading dock portion of the LSTE-E building will consist of a single story roof covering the exterior loading dock spaces. The roof covering will consist of metal roof deck over steel framing to columns which will be coordinated to provide clear truck traffic patterns. The loading dock is not located over basement areas, so the pavement, dock and column footings will be bearing at grade.
Structural Design. The structural system for the LSTE-W building will consist of mild reinforced (i.e. not post- tensioned) flat plate concrete slabs supported on cast-in-place concrete columns. The lateral system will consist of special reinforced concrete shear walls. The foundation system will be a mat foundation below the basement level. The tunnel connecting the basements of the LSTE-W and LSTE-E buildings will be constructed as a cut-and-cover cast-in-place concrete tunnel. At the interface with each basement, the tunnel will have an expansion joint with vertical shear connections to provide elevation compatibility. The roof of the tunnel will be designed for superimposed soil loading above and HS-20 vehicular traffic.
