{"component": "clause", "props": {"groups": [{"snippet_links": [{"key": "figure-3", "type": "definition", "offset": [170, 178]}, {"key": "for-c", "type": "clause", "offset": [181, 186]}, {"key": "adjacent-to", "type": "definition", "offset": [730, 741]}, {"key": "the-c", "type": "clause", "offset": [742, 747]}, {"key": "consistent-with", "type": "clause", "offset": [1194, 1209]}, {"key": "local-environment", "type": "definition", "offset": [1398, 1415]}], "samples": [{"hash": "k3e0PJ11phm", "uri": "/contracts/k3e0PJ11phm#structural-analysis", "label": "Grant Agreement", "score": 23.3668720055, "published": true}, {"hash": "GH5OfmyIYo", "uri": "/contracts/GH5OfmyIYo#structural-analysis", "label": "Grant Agreement", "score": 23.3668720055, "published": true}], "snippet": "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 \u00c5 from the surface, which is typical of other slit-like mineral nanopores (e.g., \u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587 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 (\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587\u2587 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;", "size": 2, "hash": "9659dc74380e72c893a78d4dcab5b413", "id": 1}, {"snippet_links": [{"key": "the-model", "type": "clause", "offset": [30, 39]}, {"key": "the-building", "type": "definition", "offset": [51, 63]}, {"key": "structural-elements", "type": "definition", "offset": [195, 214]}, {"key": "the-design", "type": "clause", "offset": [218, 228]}, {"key": "the-original", "type": "definition", "offset": [274, 286]}, {"key": "structural-model", "type": "clause", "offset": [387, 403]}, {"key": "property-data", "type": "definition", "offset": [404, 417]}], "samples": [{"hash": "57jOosF4ouD", "uri": "/contracts/57jOosF4ouD#structural-analysis", "label": "Bim Execution Plan", "score": 20.5783709788, "published": true}], "snippet": "Structural analysis tools use the model to analyze the building\u2019s 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.", "size": 1, "hash": "0cff75d65a0ff38efccf01954e0d0d3c", "id": 2}, {"snippet_links": [{"key": "work-described", "type": "clause", "offset": [38, 52]}, {"key": "after-receipt-of", "type": "clause", "offset": [91, 107]}, {"key": "installation-plans", "type": "definition", "offset": [112, 130]}, {"key": "on-behalf-of", "type": "clause", "offset": [174, 186]}, {"key": "the-request", "type": "clause", "offset": [291, 302]}, {"key": "the-standards", "type": "definition", "offset": [337, 350]}, {"key": "be-prepared", "type": "clause", "offset": [389, 400]}, {"key": "provide-the", "type": "clause", "offset": [438, 449]}, {"key": "cost-and-expense", "type": "clause", "offset": [558, 574]}, {"key": "approval-or-disapproval", "type": "clause", "offset": [605, 628]}], "samples": [{"hash": "iNA35y7ckGB", "uri": "/contracts/iNA35y7ckGB#structural-analysis", "label": "Master Site Agreement (Ubiquitel Inc)", "score": 19.0, "published": true}], "snippet": "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\u2019s requirements at User\u2019s 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.", "size": 1, "hash": "6b7c10c5530f9e27805dd292f26e0cfa", "id": 3}, {"snippet_links": [{"key": "prior-to", "type": "definition", "offset": [0, 8]}, {"key": "lessee-shall", "type": "clause", "offset": [35, 47]}, {"key": "cost-and-expense", "type": "clause", "offset": [130, 146]}, {"key": "determine-the", "type": "clause", "offset": [151, 164]}, {"key": "additional-equipment", "type": "clause", "offset": [209, 229]}, {"key": "furnish-to", "type": "clause", "offset": [253, 263]}, {"key": "a-copy-of-the", "type": "clause", "offset": [271, 284]}, {"key": "the-study", "type": "definition", "offset": [315, 324]}, {"key": "notice-to-lessor", "type": "clause", "offset": [497, 513]}, {"key": "pursuant-to", "type": "definition", "offset": [570, 581]}, {"key": "paragraph-4", "type": "clause", "offset": [587, 598]}, {"key": "party-hereto", "type": "definition", "offset": [608, 620]}, {"key": "rights-or-obligations", "type": "clause", "offset": [644, 665]}, {"key": "terms-survive", "type": "clause", "offset": [703, 716]}, {"key": "termination-of-this-amendment", "type": "clause", "offset": [721, 750]}], "samples": [{"hash": "cQT96ZykpFJ", "uri": "/contracts/cQT96ZykpFJ#structural-analysis", "label": "Water Tower/Land Lease and Option Agreement", "score": 24.1758223519, "published": true}], "snippet": "Prior to installing any Equipment, Lessee shall complete a structural analysis study (the \u201cStudy\u201d) of the Tower, at \u2587\u2587\u2587\u2587\u2587\u2587\u2019s sole cost and expense, to determine the feasibility of installing Lessee\u2019s 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\u2019s 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.", "size": 1, "hash": "f9f1b112199f4499c07f9a0ca9da6c86", "id": 4}, {"snippet_links": [{"key": "the-satellite", "type": "clause", "offset": [15, 28]}, {"key": "structural-elements", "type": "definition", "offset": [77, 96]}, {"key": "margin-of-safety", "type": "definition", "offset": [113, 129]}], "samples": [{"hash": "i5k5KOZTI9G", "uri": "/contracts/i5k5KOZTI9G#structural-analysis", "label": "Contract for on Orbit Delivery of Cd Radio Dars Satellites (Cd Radio Inc)", "score": 18.0, "published": true}], "snippet": "An analysis of the satellite structure shall be performed in which all major structural elements are modeled and margin of safety determined.", "size": 1, "hash": "05a4ad3e6ca4be947aceab67728cc9a9", "id": 5}, {"snippet_links": [{"key": "refer-to-the", "type": "definition", "offset": [120, 132]}, {"key": "for-more-information", "type": "clause", "offset": [151, 171]}, {"key": "all-members", "type": "definition", "offset": [215, 226]}, {"key": "in-good-condition", "type": "definition", "offset": [246, 263]}, {"key": "adversely-affect", "type": "definition", "offset": [316, 332]}, {"key": "to-develop", "type": "definition", "offset": [398, 408]}, {"key": "capacity-of-the-members", "type": "clause", "offset": [418, 441]}, {"key": "capable-of", "type": "definition", "offset": [607, 617]}, {"key": "tower-base", "type": "definition", "offset": [655, 665]}, {"key": "for-purposes-of", "type": "clause", "offset": [725, 740]}, {"key": "properly-secured", "type": "definition", "offset": [801, 817]}, {"key": "information-on", "type": "clause", "offset": [886, 900]}, {"key": "coaxial-cable", "type": "definition", "offset": [901, 914]}], "samples": [{"hash": "dBPL0P3cMgR", "uri": "/contracts/dBPL0P3cMgR#structural-analysis", "label": "License Agreement", "score": 21.5900068446, "published": true}], "snippet": "4.1) Assumptions\n1. 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.\n2. All bolts meet ASTM A325 standards.\n3. All members and components are in good condition, properly assembled, and free of defects that could adversely affect their capacities.\n4. Any bolted or welded connection is adequate to develop the full capacity of the members joined and can transfer all the loads analyzed herein.\n5. All bolted connections are adequately tightened.\n6. All antenna mounts and other supporting mechanisms are capable of supporting the applied loads.\n7. The tower base foundation is adequate to support the applied loads purely for purposes of modeling the tower in RISA Tower.\n8. 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.", "size": 1, "hash": "1f2c5cf6a9f1df399461174af3f9d3b4", "id": 6}, {"snippet_links": [{"key": "tenant-shall", "type": "clause", "offset": [3, 15]}, {"key": "installation-of-the-equipment", "type": "clause", "offset": [66, 95]}, {"key": "adversely-affect", "type": "definition", "offset": [106, 122]}, {"key": "integrity-of", "type": "clause", "offset": [138, 150]}, {"key": "structural-damage", "type": "definition", "offset": [174, 191]}, {"key": "equipment-or-facilities", "type": "clause", "offset": [240, 263]}, {"key": "the-tenant", "type": "clause", "offset": [267, 277]}, {"key": "prior-to-the", "type": "clause", "offset": [282, 294]}, {"key": "provide-a", "type": "definition", "offset": [331, 340]}, {"key": "structurally-sound", "type": "definition", "offset": [537, 555]}, {"key": "of-the-owner", "type": "clause", "offset": [651, 663]}, {"key": "right-to", "type": "definition", "offset": [689, 697]}, {"key": "completed-by", "type": "clause", "offset": [717, 729]}, {"key": "registered-structural-engineer", "type": "definition", "offset": [741, 771]}, {"key": "terminate-this-agreement", "type": "clause", "offset": [889, 913]}, {"key": "based-on", "type": "clause", "offset": [931, 939]}, {"key": "reasonable-information", "type": "definition", "offset": [951, 973]}, {"key": "communications-facility", "type": "definition", "offset": [1012, 1035]}, {"key": "concerning-the", "type": "clause", "offset": [1050, 1064]}, {"key": "in-accordance-with", "type": "definition", "offset": [1189, 1207]}, {"key": "submitted-bid", "type": "definition", "offset": [1210, 1223]}, {"key": "responsibility-of-tenant", "type": "clause", "offset": [1291, 1315]}, {"key": "approval-of-owner", "type": "clause", "offset": [1340, 1357]}, {"key": "in-writing", "type": "clause", "offset": [1388, 1398]}, {"key": "days-prior", "type": "definition", "offset": [1408, 1418]}, {"key": "person-or-entity", "type": "definition", "offset": [1457, 1473]}], "samples": [{"hash": "aPccWFzZ5Uh", "uri": "/contracts/aPccWFzZ5Uh#structural-analysis", "label": "Tower Attachment Agreement", "score": 22.537303217, "published": true}], "snippet": "a. Tenant shall be solely responsible with ensuring that Tenant\u2019s 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.\nb. Prior to the Tenant\u2019s installation, Tenant shall provide a study, showing that Tenant\u2019s 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 \u2587\u2587\u2587\u2587\u2587\u2587\u2019s 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 \u2587\u2587\u2587\u2587\u2587\u2587 if said study is not to the reasonable satisfaction of the Owner.\nc. 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\u2019s use in accordance with a submitted bid, at \u2587\u2587\u2587\u2587\u2587\u2587\u2019s sole cost. Any structural reinforcement is solely the responsibility of Tenant and shall be subject to approval of Owner.\nd. 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 (\u201cAdditional Antennas\u201d) to the Tower.", "size": 1, "hash": "d561c51d5cc77e90344c9ad250cdc9ed", "id": 7}, {"snippet_links": [{"key": "in-place", "type": "definition", "offset": [19, 27]}, {"key": "a-proposed", "type": "clause", "offset": [32, 42]}, {"key": "collocation-site", "type": "definition", "offset": [43, 59]}, {"key": "by-landlord", "type": "clause", "offset": [124, 135]}, {"key": "designated-party", "type": "definition", "offset": [154, 170]}, {"key": "contractor-shall", "type": "clause", "offset": [172, 188]}, {"key": "the-performance", "type": "clause", "offset": [200, 215]}, {"key": "the-case", "type": "definition", "offset": [273, 281]}, {"key": "to-determine", "type": "definition", "offset": [330, 342]}, {"key": "the-proposed", "type": "clause", "offset": [390, 402]}], "samples": [{"hash": "1s4DyBPBS1O", "uri": "/contracts/1s4DyBPBS1O#structural-analysis", "label": "Master Services Agreement (Terrestar Corp)", "score": 21.0, "published": true}], "snippet": "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.", "size": 1, "hash": "e78fc1f6ff8ff9cc0fcb60b695b223f4", "id": 8}, {"snippet_links": [{"key": "prior-to", "type": "definition", "offset": [0, 8]}, {"key": "changes-to-equipment", "type": "clause", "offset": [20, 40]}, {"key": "licensee-shall", "type": "clause", "offset": [68, 82]}, {"key": "a-copy-of", "type": "clause", "offset": [139, 148]}, {"key": "review-and-approval", "type": "clause", "offset": [181, 200]}, {"key": "reasonable-discretion", "type": "definition", "offset": [236, 257]}, {"key": "based-on", "type": "clause", "offset": [258, 266]}, {"key": "the-site", "type": "clause", "offset": [335, 343]}, {"key": "review-of", "type": "clause", "offset": [360, 369]}], "samples": [{"hash": "6c4HoalYfsa", "uri": "/contracts/6c4HoalYfsa#structural-analysis", "label": "Revocable License Agreement", "score": 24.5715263518, "published": true}], "snippet": "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\u2019s reasonable discretion based on structural concerns. Licensee shall modify its plans for changes at the Site based on County review of said analysis.", "size": 1, "hash": "79cc228b3b2033b2c52327d21e315f87", "id": 9}, {"snippet_links": [{"key": "master-lease-agreement", "type": "definition", "offset": [14, 36]}, {"key": "in-place", "type": "definition", "offset": [53, 61]}, {"key": "a-proposed", "type": "clause", "offset": [66, 76]}, {"key": "collocation-site", "type": "definition", "offset": [77, 93]}, {"key": "by-landlord", "type": "clause", "offset": [158, 169]}, {"key": "designated-party", "type": "definition", "offset": [188, 204]}, {"key": "contractor-will", "type": "clause", "offset": [206, 221]}, {"key": "the-performance", "type": "clause", "offset": [233, 248]}, {"key": "the-landlord", "type": "clause", "offset": [281, 293]}, {"key": "the-case", "type": "definition", "offset": [310, 318]}, {"key": "to-determine", "type": "definition", "offset": [366, 378]}, {"key": "the-proposed", "type": "clause", "offset": [426, 438]}, {"key": "section-41", "type": "clause", "offset": [464, 475]}, {"key": "exhibit-c", "type": "definition", "offset": [484, 493]}, {"key": "scope-of-work", "type": "definition", "offset": [513, 526]}], "samples": [{"hash": "1s4DyBPBS1O", "uri": "/contracts/1s4DyBPBS1O#structural-analysis", "label": "Master Services Agreement (Terrestar Corp)", "score": 21.0, "published": true}], "snippet": "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 \u2013 SITE DEVELOPMENT SCOPE OF WORK TERRESTAR NETWORKS PROPRIETARY & CONFIDENTIAL", "size": 1, "hash": "fb86d46142779207becf8f869a3a62f8", "id": 10}], "next_curs": "ClwSVmoVc35sYXdpbnNpZGVyY29udHJhY3RzcjgLEhZDbGF1c2VTbmlwcGV0R3JvdXBfdjU2IhxzdHJ1Y3R1cmFsLWFuYWx5c2lzIzAwMDAwMDBhDKIBAmVuGAAgAA==", "clause": {"children": [["limitations", "Limitations"], ["findings-conclusions", "Findings & Conclusions"]], "parents": [["cement-sample-models", "Cement sample models"], ["site-applications-construction-and-maintenance", "Site Applications Construction and Maintenance"], ["application-for-site-license", "Application for Site License"], ["required-documents", "Required Documents"], ["application-process", "Application Process"]], "title": "Structural Analysis", "size": 19, "id": "structural-analysis", "related": [["risk-analysis", "Risk Analysis", "Risk Analysis"], ["independent-analysis", "Independent Analysis", "Independent Analysis"], ["quantitative-analysis", "Quantitative Analysis", "Quantitative Analysis"], ["investment-analysis-and-implementation", "Investment Analysis and Implementation", "Investment Analysis and Implementation"], ["sampling-and-analysis", "Sampling and Analysis", "Sampling and Analysis"]], "related_snippets": [], "updated": "2025-07-07T12:36:17+00:00", "also_ask": ["What are the essential elements that must be included in a structural analysis clause to ensure enforceability?", "How can this clause be strategically leveraged or limited during negotiations?", "What are the most common legal pitfalls or ambiguities in structural analysis clauses?", "How do courts typically interpret and enforce structural analysis provisions in similar contracts?", "How does this clause compare to industry standards or statutory requirements for structural analysis?"], "drafting_tip": "Specify the methods and standards for structural analysis to ensure consistency; require qualified professionals to perform analyses to guarantee reliability; mandate documentation of assumptions to facilitate verification.", "explanation": "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."}, "json": true, "cursor": ""}}