STRUCTURAL COMPONENTS. 1. Live loads: Entire office floor loading shall provide 100 pounds per square foot (minimum) live loads. Limit floor deflection to L/360. Do not reduce live load for horizontal framing members/columns or load bearing walls supporting top floor or roof.
STRUCTURAL COMPONENTS. 3.1 The inspector shall: A. inspect structural components including the foundation and framing. B. describe: 1. the methods used to inspect under-floor crawlspaces and attics; 2. the foundation; 3. the floor structure; 4. the wall structure; 5. the ceiling structure; 6. the roof structure.
STRUCTURAL COMPONENTS. During the verification of design strength, component stresses have to be determined. For the assessment of structural components no standardized rules are applicable. The finite element approach is commonly used for the strength verification. GL’s wind guideline describes requirements regarding finite element analyses. Once IEC 61400-4 is officially published it will include specifications using the finite element method with regard to structural components of gearboxes. The load bearing structural components in wind turbines are mostly made of large, complex shaped spheroidal graphite iron castings and steel fabrications. Due to the remote operation, conservative safety requirements and long life expectancy, a long crack initiation phase is necessary. Based on these general conditions, suitable and reliable fatigue analysis procedures have to be applied on the components to be investigated. Characteristic Fatigue Loads FE Analysis Stress Response A stress based analysis can be divided into two parts: the determination of stresses under fatigue loading and the determination of representative fatigue properties of the material under consideration. The life of a component is a function of these two aspects. Figure 5.2 shows a typical fatigue analysis procedure. SN Curves Damage Accumulation: Life, Strength Reserves, Degree of Utilisation Safety Concept Cycle counting, Mean Stress Corrections, Knock Down Factors, etc. Stress Time Histories Material Data Stress Hypothesis
STRUCTURAL COMPONENTS. In addition Landlord at its sole cost and expense shall remedy all defects in workmanship and materials in the Demised Premises with respect to the Structural Components of the Building, evidence of which shall appear or be discovered within sixty (60) months after the Commencement Date, and shall repair all damage to the Demised Premises caused thereby. For the purpose of this paragraph, this term Structural Components shall be limited to the structural steel framing including roof framing, the foundations, and the masonry perimeter walls (excluding all windows, plate glass, and doors). Landlord shall not be liable under this Section however unless Tenant shall give Landlord notice specifying such defects or the need for remedying them on or before the last day of the sixtieth (60th) month of the Term.
STRUCTURAL COMPONENTS. The Contractor shall inspect all roof components for damage or faults annually. Twice yearly (spring and fall), roofs, gutters, and downspouts shall be cleaned of all debris and accumulation. IAW DPW Engineering Standards, Whole Building Design Guide (xxxx://xxx.xxxx.xxx/ccb/browse_cat.php?c=3), the Contractor shall maintain all roof components consisting of flashing, edge strips, gravel stops, drains, strainers, gutters, downspouts, closure strips, decks, snow guards, walk way pads, cleats, joints, hold-down plates, fascia, fasteners, sealants, and joints. The Contractor shall inspect annually all parapet walls and sheet metal coping. The Contractor shall correct all faults IAW priorities and timelines in paragraph C.5.2.3.
STRUCTURAL COMPONENTS. Are the pipes/inlets going into or out of the pond clogged or obstructed? Yes No Is the outfall channel from the pond functioning appropriately? Yes No Is the inflow trickle channel working properly? Yes No Is the orifice and/or trash rack obstructed? Yes No Is the outfall channel, trickle channel or other conveyance in need of repair? Yes No Are the manholes, frames, and covers associated with the outfall channel in appropriate condition? Yes No Do any safety features, such as fences, gates or locks need repair or replacement? Yes No
STRUCTURAL COMPONENTS. 4.1 The inspector shall observe:
STRUCTURAL COMPONENTS. Soil test borings shall be placed at intervals not exceeding 150 m to a depth of not less than 4.0 m below the proposed pavement elevations. Soil classifications, moisture content, etc., shall be recorded and noted on the plans and profiles submitted. Road structural design shall be recommended by a competent Geotechnical Engineer, but in no case shall the road structure be less than the depths specified below: Local Roads Collector Roads
STRUCTURAL COMPONENTS. Are to pipes/inlets going into or out of the pond clogged or obstructed? Yes No : Is the outfall channel from the pond functioning appropriately and stable? Yes No Is the inflow trickle channel working properly? Yes No : Is the detention structure orifice or overflow obstructed? Yes No : Are the frames and covers with the outfall channel in good condition? Yes No : Other Comments:
STRUCTURAL COMPONENTS. The Structural Components of the 2 lanes unidirectional Underpass at Junction with minimum Carriageway Width and raised Lateral Clearance on either side of the Carriageway are shown in Drawing No. IS / 1402 / HIG / TCS - 002 for Harlur Junction. The Covered Portion of the Underpass shall be of RCC Closed Box Section. In the Approaches, Open Box Section and Conventional RCC Retaining Structure shall be adopted. Extra Widening of Carriageway and Super Elevation at Curve Portion as per IRC: 86 with Design Speed of 40 kmph shall be provided. The Covered and Open Portions of the Underpasses are shown in Drawing No. IS / 1402 / HIG / TCS – 001 and Drawing No. IS / 1402 / HIG / UP - 001 for Junction. The Works of the Underpasses to be carried out under this Contract shall include the following.
