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. 4.1) Assumptions
Structural Analysis. 5.2.2.5 Shelter Drawings (by the provider of the shelter).
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. 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. 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. An analysis of the satellite structure shall be performed in which all major structural elements are modeled and margin of safety determined.
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. 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. Based on a sampling review of the calculations and design documents, the NRR staff noted that, with the exception of the calculations for the Control Rod Drive Missile Shield (for details see Section 5 below), the licensee’s calculation methodology and assumptions appear to be reasonable and consistent with the original licensing basis code requirements.
