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.
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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., Xxxxxxxxxxx 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 (Xxxxxxxxxx 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. A structural analysis utilizing current building code of the jurisdiction having authority, showing the roof and building can support all point and lateral loads, including but not limited to Licensee’s proposed equipment and Cabling, existing mechanical/HVAC equipment associated with the building, all telecommunication equipment installed by other carriers or parties including Licensor and loading of all roofing materials including legacy or previously installed and overlaid roofing layers and ballast. Licensee is responsible for obtaining all information to conduct a complete and accurate analysis. Licensee’s WCF may not exceed ninety five percent (95%) of the lateral or point load of the rooftop/structure capacity. Licensor has full discretion to object to the final loading on any roof, building or any other structure.
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. Shelter Drawings (by the provider of the shelter).
Structural Analysis. Prior to installing any Equipment, Lessee shall complete a structural analysis study (the “Study”) of the Tower, at Xxxxxx’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. A structural analysis utilizing current building code of the jurisdiction having authority, showing the roof and building can support all point and lateral loads, including but not limited to Licensee’s proposed equipment and Cabling, existing mechanical/HVAC equipment associated with the building, all telecommunication equipment installed by other carriers or parties including Licensor and loading of all roofing materials including legacy or previously installed and overlaid roofing layers and ballast. Licensee is responsible for obtaining all information to conduct a complete and accurate analysis. Licensor has full discretion to object to the final loading on any roof, building or any other structure.
Structural Analysis. Lessee shall be solely responsible for any cost or expense for any and all maintenance and repairs required to ensure that Project Improvements comply with all federal, state, and local laws, ordinances, rules and regulations. Lessee shall perform a structural analysis that complies with the latest version of TIA-222 at least every five (5) years if antennas have been added to tower, or as regulations mandate. Lessee shall cause a copy of that analysis to be delivered to the County for its benefit promptly upon preparation.
Structural Analysis. The satellite shall have positive Margins of Safety (MoS) in ultimate and yield when Factors of Safety (FoS) defined in [***] A are applied to the maximum limit loads (i.e. acceptance loads) encountered during service, where the margin of safety is calculated as: MoS = (Material Allowable)/((Acceptance Load)*(FoS))-1 [***]
Structural Analysis. Any expenses necessary to make the Structure or Infrastructure ready for Licensee’s construction of its improvements shall be the responsibility of Licensee. Licensee must obtain and submit to City a structural engineering analysis carried out by a qualified structural engineer showing the Structure, and its foundation, is able to support the proposed Wireless Installation.
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