ROOF COLUMN DESIGN Sample Clauses

ROOF COLUMN DESIGN. The length of the column supporting the multi-span roof beam is approximately 11 ½ feet. See figure 2-1. Since the column is not framed in a wall the unbraced length is 11 ½ feet in both the X and Y direction. For this design we will assume a pinned-pinned condition, therefore Ke is equal to one. The live (snow) load on the column is 5625 lbs and the dead load is 3729 lbs as shown in figure 2-3 below under Reactions “Line B”. The load eccentricity is zero in both directions and the duration factor is 1.15 due to the roof snow load.
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Related to ROOF COLUMN DESIGN

  • Schematic Design See Section 2, Part 1, Article 2.1.4, Paragraph 2.1.4.2.

  • Schematic Design Phase INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE

  • Schematic Design Documents In accordance with the approved Preliminary Design and Construction Schedule and based upon approval of and comments made by the Owner regarding the Concept Design Studies, the Design Professional shall prepare and submit to the Owner Schematic Design Documents, including drawings and outline specifications. These documents shall represent a further development of the approved design concept, providing additional detail and specificity regarding the intended design solution. Typically, all such documents shall be drawn to scale, indicating materials and assemblies, as appropriate, to convey the design intent and to illustrate the Project’s basic elements, scale and relationship to the Site. All major pieces of furniture and equipment to be fixed or supplied by the CM/GC shall be illustrated to scale. (See ASTM Standard Practice E 1804-02, August 2007, Sections 6.3, 8.2 and 8.3 for guidance on information which is generally developed in Schematic Design.)

  • Schematic Design Phase Services § 3.2.1 The Architect shall review the program and other information furnished by the Owner, and shall review laws, codes, and regulations applicable to the Architect’s services.

  • 253 Design Change (a) “Design Change” is a change in work and/or materials shown in the Schedule of Items and described in Plans or specifications that has been mutually agreed to in writing or ordered by Contracting Officer. Changes of a minor nature (such as adjustment in horizontal and vertical alignment, that do not exceed specified tolerance, necessary to maintain or balance earthwork quantities substantially as designed) and variation in quantities, as described in B5.251, shall not be considered Design Changes.

  • Pavement Design If applicable, the Engineer shall incorporate the pavement design developed by the State for this project. If the pavement design is not available, the State may request the Engineer to perform pavement design and submit to State for review and approval.

  • Project Design Applicants must design a project that provides access to health services to enable eligible women and men experiencing health needs to secure and maintain safe and accessible quality screening and diagnostic services, comprehensive family planning, and/ or other women’s health services.

  • Study Design This includes a discussion of the evaluation design employed including research questions and hypotheses; type of study design; impacted populations and stakeholders; data sources; and data collection; analysis techniques, including controls or adjustments for differences in comparison groups, controls for other interventions in the State and any sensitivity analyses, and limitations of the study.

  • Preliminary Design Phase During the Preliminary Design Phase, the CONSULTANT shall, if requested by the CITY and accepted by the CONSULTANT as part of a Services Authorization:

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