BTECH - UTILITIES - STRUCTURAL

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425479

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The connections at ends of tension or compression members in trusses shall develop the force due to the design load, but no less than _______% at the effective strength of the member unless a smaller percentage is justified by engineering analysis that considers other factors including handling, shipping and erection. (NSCP 510.2.5.1)

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425411

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the ability of a metal to undergo cold plastic deformation without breaking, particularly by pulling in cold drawing.

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425412

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the strain energy stored in an elastic material per unit of volume.

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425413

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the vertical plate joining the flanges of any beam or rail, or whatever material.

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425414

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a weld roughly triangular cross section between two pieces at right angles; A weld with a triangular cross section joining two surfaces that meet in an interior right angle (D.K. Ching p. 86).

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425415

120

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In using sand backfill in the annular space around column not embedded in poured footings, the sand shall be thoroughly compacted by tamping in layers not more than _____mm in depth? (NSCP 305.7.3)

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425416

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Pre-cast pre-stressed concrete piles shall have a specified compressive strength Fc of not less than ____Mpa

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425417

120

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The minimum outside diameter of pipe piles when used must be? (NSCP 307.6.3)

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425418

120

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The longitudinal forces on crane runway beams, except for bridge cranes with hand geared bridges shall be calculated as _____% of the max. wheel load of the crane. (NSCP 206.9.5)

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425419

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Low rise buildings is an enclosed or partially enclosed with mean roof height less than or equal to? (NSCP 207.20)

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425420

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Definition of ACI

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American Concrete Institute

425421

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The wind load importance factor lw for essential facilities is equal to? (NSCP 207.50)

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425422

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The wind load importance factor for hazardous facilities is equal to?

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425423

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The wind load importance factor for standard occupancy structures is equal to?

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425424

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The wind load importance factor for miscellaneous structures is equal to?

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