Structural Analysis Sample Clauses
The Structural Analysis clause defines the process and requirements for evaluating the integrity and suitability of a building's structure. Typically, this clause outlines the standards, methods, and responsibilities for conducting structural assessments, such as load calculations or inspections, to ensure compliance with safety codes and project specifications. Its core function is to ensure that the structure is safe, stable, and fit for its intended use, thereby mitigating risks associated with structural failures.
POPULAR SAMPLE Copied 1 times
Structural Analysis. The H2O and CO2 density profiles along the direction perpendicular to the pore surface in C-S-H pores show oscillations, which are typical of fluids in nano-confinement (Figure 3). For C/S = 0.83, the density profiles for both 1-nm and 2-nm pores (Figures 3a and 3d) show that CO2 molecules lie within the first hydration layer of the surface; coexisting with water molecules. The density peak on the left of the surface is attributed to the H2O/CO2 molecules trapped within the channels formed by the silicate chains running along the [010] crystallographic direction. In contrast, for higher C/S ratios (1.5 and 1.75), the CO2 molecules are located far off from the surface with H2O molecules forming a definite hydration layer adjacent to the C-S-H surface. As the pore size increases from 1 to 2 nm, bulk-like density profile for the water molecules is attained above approximately 7 Å from the surface, which is typical of other slit-like mineral nanopores (e.g., ▇▇▇▇▇▇▇▇▇▇▇ et al., 2015). However, there is a noticeable depletion of CO2 concentration near the C-S-H surface, especially at higher C/S ratios, since the surface is becoming relatively more hydrophilic. This observation is consistent with recent simulations results for competitive adsorption of H2O/CO2 mixtures into similar smectite clay interlayers, which also show some CO2 depletion at the surface with a more hydrophilic local environment (▇▇▇▇▇▇▇▇▇▇ et a., 2018b). Figure 3: Atomic density profiles of H2O and CO2 mixtures within the nanopores of C-S-H models. a) 1-nm pore at C/S=0.83; b) 1-nm pore at C/S=1.5; c) 1-nm pore at C/S=1.75;
Structural Analysis. Structural analysis tools use the model to analyze the building’s structural properties. Structural analysis programs typically use the finite element method (FEM) to measure the stresses on all structural elements of the design. For structural analysis to work seamlessly, the original structural modeling tool needs to be compatible with the structural analysis tool, and the original structural model property data must include information about the structural elements.
Structural Analysis. As a condition to its approval of the Work described in Section 8(a), within ten (10) days after receipt of the Installation Plans, GoldenState may request that User or User on behalf of UOC provide GoldenState with a Structural Analysis. If GoldenState requires a Structural Analysis, with the request, GoldenState shall notify User of the standards by which the Structural Analysis must be prepared. User or User on behalf of UOC shall provide the Structural Analysis to GoldenState in substantial accordance with GoldenState’s requirements at User’s sole cost and expense. GoldenState must provide its approval or disapproval of the Installation Plans within five (5) Days after receipt of the Structural Analysis.
Structural Analysis. Prior to installing any Equipment, Lessee shall complete a structural analysis study (the “Study”) of the Tower, at ▇▇▇▇▇▇’s sole cost and expense, to determine the feasibility of installing Lessee’s proposed Additional Equipment on the Tower, and will furnish to Lessor a copy of the completed Study. In the event the Study indicates that the Tower cannot structurally support Lessee’s Equipment at the agreed upon height, Lessee may elect to terminate this Amendment upon ten days prior written notice to Lessor. In the event Lessee elects to terminate this Amendment pursuant to this Paragraph 4, neither party hereto shall have any further rights or obligations hereunder except those that by their terms survive the termination of this Amendment.
Structural Analysis. An analysis of the satellite structure shall be performed in which all major structural elements are modeled and margin of safety determined.
Structural Analysis. 4.1) Assumptions
1. All tower legs, horizontals, and diagonals meet ASTM A572 grade 50, A53 grade 42, or A36 standards. Refer to the elevation drawing for more information.
2. All bolts meet ASTM A325 standards.
3. All members and components are in good condition, properly assembled, and free of defects that could adversely affect their capacities.
4. Any bolted or welded connection is adequate to develop the full capacity of the members joined and can transfer all the loads analyzed herein.
5. All bolted connections are adequately tightened.
6. All antenna mounts and other supporting mechanisms are capable of supporting the applied loads.
7. The tower base foundation is adequate to support the applied loads purely for purposes of modeling the tower in RISA Tower.
8. All coaxial cables are properly secured and supported along the face of the tower. Refer to E-7 & E-7.1 for information on coaxial cable locations.
Structural Analysis a. Tenant shall be solely responsible with ensuring that Tenant’s installation of the Equipment shall not adversely affect the structural integrity of the Tower, and that no structural damage results to the Tower due to installation of any Equipment or facilities of the Tenant.
b. Prior to the Tenant’s installation, Tenant shall provide a study, showing that Tenant’s installation shall not adversely affect the structural integrity of the Tower or showing what modifications or reinforcements, if any, are necessary to make the Tower structurally sound so as to accommodate ▇▇▇▇▇▇’s installation. Said study shall be to the reasonable satisfaction of the Owner and Owner shall have the right to require a study be completed by a Missouri Registered Structural Engineer, or to refuse installation by ▇▇▇▇▇▇ if said study is not to the reasonable satisfaction of the Owner.
c. Tenant may terminate this Agreement if it determines based on actual and reasonable information that Tenant cannot use the Tower as a Communications Facility due to issues concerning the structural integrity of the Tower. Tenant may reinforce or otherwise make the Tower structurally sound for the Tenant’s use in accordance with a submitted bid, at ▇▇▇▇▇▇’s sole cost. Any structural reinforcement is solely the responsibility of Tenant and shall be subject to approval of Owner.
d. Owner shall notify Tenant in writing five (5) days prior to attaching, or permitting any other person or entity to attach, any Equipment, additional antennas, microwave dishes, or other similar equipment (“Additional Antennas”) to the Tower.
Structural Analysis. If there is an MLA in place for a proposed collocation site, which requires Company to have a structural analysis performed by landlord, or by a landlord designated party, Contractor shall coordinate the performance of the structural analysis with landlord. If this is not the case, Contractor shall perform a structural analysis to determine if the tower and foundation are sufficient for the proposed loading.
Structural Analysis. Prior to making any changes to equipment on the Tower or Structure, Licensee shall cause a structural analysis to be performed and provide a copy of said analysis to County for its review and approval, which may be withheld in County’s reasonable discretion based on structural concerns. Licensee shall modify its plans for changes at the Site based on County review of said analysis.
Structural Analysis. If there is a Master Lease Agreement (defined below) in place for a proposed Collocation Site, which requires Company to have a structural analysis performed by landlord, or by a landlord designated party, Contractor will coordinate the performance of the structural analysis with the landlord. If this is not the case, Contractor will perform a structural analysis to determine if the tower and foundation are sufficient for the proposed loading, as set forth in Section 4.1, below. EXHIBIT C – SITE DEVELOPMENT SCOPE OF WORK TERRESTAR NETWORKS PROPRIETARY & CONFIDENTIAL