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. An analysis of the satellite structure shall be performed in which all major structural elements are modeled and margin of safety determined.
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. 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 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 Xxxxxx’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 Xxxxxx 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 Xxxxxx’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. 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. 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. 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. After CLEC has completed its Pre-Construction Site Visit to requested AT&T-13STATE premises to determine line of sight, but prior to the submission of an application for physical collocation with Microwave Entrance Facilities, CLEC must, at its sole expense, provide a structural analysis to AT&T- 13STATE. If CLEC, or CLEC’s AT&T-13STATE Tier 1 approved supplier, has determined that a Pre- Construction Site Visit is necessary to perform the structural analysis, CLEC will submit a Pre-Construction Site Visit Request Form to AT&T-13STATE prior to the submission of an application for physical collocation within the AT&T-13STATE premises, indicating the name(s) of the AT&T-13STATE premises that CLEC requests it be permitted to visit for the purpose of performing a structural analysis for the potential placement of Microwave Entrance Facilities. This Pre-Construction Site Visit will be scheduled and conducted in accordance with the same procedures that are contained above in Section 4.2, when CLEC requests a Pre-Construction Site Visit to determine line of sight.
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.
