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STRUCTURAL 1
| Question | Answer |
|---|---|
| "It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)" | Bearing wall system |
| "Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)" | Rigid component |
| "Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)" | Flexible component |
| "Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)" | 200 mm |
| "A complete record of test of materials and of concrete shall be available for inspection during the progress of work and _______ years after completion of the project | 2 years |
| "The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)" | 6 db |
| "The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)" | 8 db |
| "The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)" | 25mm |
| "In spirally reinforced or tied reinforced compression members, clear distance between longitudinal bars shall not be less than? (NSCP 407.7.3)" | 1.50 db |
| "In walls and slabs other than concrete joist construction, primary flexural reinforcement shall not be spaced farther apart than 3 times wall or slab thickness nor farther than? (NSCP 407.7.5)" | 450 mm |
| "Groups of parallel reinforcing bars bundled in contact to act as one unit shall be united to ___ pieces in one bundle. (NSCP 407.7.6.1)" | 4 |
| "Bars larger than ___mm shall not be bundled in beams: (NSCP 407.7.6.3)" | 36 mm |
| "Individual bars within a bundle terminated within the span of flexural members shall terminate at different points with at least ____ stagger: (NSCP 407.7.6.4)" | 40 db |
| "Minimum concrete cover cast against and permanently exposed to earth: (NSCP 407.8.1)" | 75 mm |
| "The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)" | 20 mm |
| "In ultimate strength design, the strength reduction factor Ø for flexure without axial loads: (NSCP 409.2.1)" | 0.90' |
| "In ultimate strength design, the strength reduction factor Ø for shear and torsion: (NSCP 409.4.2.3)" | 0.85' |
| "The minimum one way slab thickness which is simply supported at the ends only is: (NSCP 409.6.2)" | L / 20 |
| "The minimum one way slab thickness for a ONE end continuous slab is: (NSCP 409.6.2)" | L / 24 |
| "The minimum one way slab thickness for a BOTH ends continuous slab is: (NSCP 409.6.2)" | L / 28 |
| The minimum cantilevered slab thickness is : (NSCP 409.6.2) | L / 10 |
| "Deep continuous flexural members has overall depth to clear span ratio greater than: (NSCP 410.8.10)" | 0.40' |
| "Deep simple span flexural members has overall depth to clear span ratio greater than: (NSCP 307.4.2)" | 0.75' |
| "Spacing of shear reinforcement placed perpendicular to axis of non-prestressed member shall not exceed: (NSCP 411.6.4.1)" | d/2 |
| "Development length Ld for deformed bars in tension shall be less than: (NSCP 412.3.1)" | 300 mm |
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663892001481964
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