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It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)

Braced frame Bearing wall system Rigid component Concentric braced frame. It is a structural system without complete vertical local carrying space frame. (NSCP 208.20). Braced frame Bearing wall system Rigid component Concentric braced frame.

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It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)

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  1. Braced frame Bearing wall system Rigid component Concentric braced frame It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)

  2. Braced frame Bearing wall system Rigid component Concentric braced frame It is a structural system without complete vertical local carrying space frame. (NSCP 208.20)

  3. Braced frame Bearing wall system Rigid component Flexible component Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)

  4. Braced frame Bearing wall system Rigid component Flexible component Is a component including its attachments having fundamental period less than or equal to 0.06 sec. (NSCP 208.20)

  5. Braced frame Bearing wall system Rigid component Flexible component Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)

  6. Braced frame Bearing wall system Rigid component Flexible component Is a component including its attachments having fundamental period greater than 0.60 sec. (NSCP 208.20)

  7. 200 mm 250 mm 300 mm 350 mm Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)

  8. 200 mm 250 mm 300 mm 350 mm Concrete filled driven piles of uniform section shall have a nominal outside diameter of not less than (NSCP 307.7.3)

  9. 2 years 5 years 10 years 15 years 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 and shall be preserved by the inspecting engineer or architect for that purpose, (NSCP 403.20)

  10. 2 years 5 years 10 years 15 years 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 and shall be preserved by the inspecting engineer or architect for that purpose, (NSCP 403.20)

  11. 12 db 6 db 8 db 10 db The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)

  12. 12 db 6 db 8 db 10 db The minimum bend diameter for 10mm Ø through 25mm Ø bars (NSCP 407.30)

  13. 12 db 6 db 8 db 10 db The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)

  14. 12 db 6 db 8 db 10 db The minimum bend diameter for 28mm Ø through 36mm Ø bars (NSCP 407.30)

  15. 50mm 25mm 75mm 100mm The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)

  16. 50mm 25mm 75mm 100mm The minimum clear spacing between parallel bars in a layer must be db but not less than? (NSCP 407.7.3)

  17. 2.0 db 2.15 db 1.50 db 1.75 db In spirally reinforced or tied reinforced compression members, clear distance between longitudinal bars shall not be less than? (NSCP 407.7.3)

  18. 2.0 db 2.15 db 1.50 db 1.75 db In spirally reinforced or tied reinforced compression members, clear distance between longitudinal bars shall not be less than? (NSCP 407.7.3)

  19. 375mm 450mm 500mm 300mm 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)

  20. 375mm 450mm 500mm 300mm 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)

  21. 4 3 2 5 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)

  22. 4 3 2 5 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)

  23. 25mm 16mm 28mm 36mm Bars larger than ___mm shall not be bundled in beams: (NSCP 407.7.6.3)

  24. 25mm 16mm 28mm 36mm Bars larger than ___mm shall not be bundled in beams: (NSCP 407.7.6.3)

  25. 12 db 10 db 50 db 40 db 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)

  26. 12 db 10 db 50 db 40 db 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)

  27. 100 mm 75 mm 50 mm 150 mm Minimum concrete cover cast against and permanently exposed to earth: (NSCP 407.8.1)

  28. 100 mm 75 mm 50 mm 150 mm Minimum concrete cover cast against and permanently exposed to earth: (NSCP 407.8.1)

  29. 20mm 25mm 40mm 50mm The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)

  30. 20mm 25mm 40mm 50mm The minimum clear concrete covering for cast in place slab: (NSCP 407.8.1)

  31. 0.85 0.75 0.90 0.70 In ultimate strength design, the strength reduction factor Ø for flexure without axial loads: (NSCP 409.2.1)

  32. 0.85 0.75 0.90 0.70 In ultimate strength design, the strength reduction factor Ø for flexure without axial loads: (NSCP 409.2.1)

  33. 0.70 0.75 0.85 0.90 In ultimate strength design, the strength reduction factor Ø for shear and torsion: (NSCP 409.4.2.3)

  34. 0.70 0.75 0.85 0.90 In ultimate strength design, the strength reduction factor Ø for shear and torsion: (NSCP 409.4.2.3)

  35. L/20 L/24 L/28 L/10 The minimum one way slab thickness which is simply supported at the ends only is: (NSCP 409.6.2)

  36. L/20 L/24 L/28 L/10 The minimum one way slab thickness which is simply supported at the ends only is: (NSCP 409.6.2)

  37. L/20 L/24 L/10 L/28 The minimum one way slab thickness for a ONE end continuous slab is: (NSCP 409.6.2)

  38. L/20 L/24 L/10 L/28 The minimum one way slab thickness for a ONE end continuous slab is: (NSCP 409.6.2)

  39. L/20 L/24 L/10 L/28 The minimum one way slab thickness for a BOTH ends continuous slab is: (NSCP 409.6.2)

  40. L/20 L/24 L/10 L/28 The minimum one way slab thickness for a BOTH ends continuous slab is: (NSCP 409.6.2)

  41. L/20 L/24 L/10 L/28 The minimum cantilevered slab thickness is : (NSCP 409.6.2)

  42. L/20 L/24 L/10 L/28 The minimum cantilevered slab thickness is : (NSCP 409.6.2)

  43. 0.40 0.60 0.75 0.70 Deep continuous flexural members has overall depth to clear span ratio greater than: (NSCP 410.8.10)

  44. 0.40 0.60 0.75 0.70 Deep continuous flexural members has overall depth to clear span ratio greater than: (NSCP 410.8.10)

  45. 0.40 0.60 0.75 0.70 Deep simple span flexural members has overall depth to clear span ratio greater than: (NSCP 307.4.2)

  46. 0.40 0.60 0.75 0.70 Deep simple span flexural members has overall depth to clear span ratio greater than: (NSCP 307.4.2)

  47. d/2 d/4 ¾ d d/5 Spacing of shear reinforcement placed perpendicular to axis of non-prestressed member shall not exceed: (NSCP 411.6.4.1)

  48. d/2 d/4 ¾ d d/5 Spacing of shear reinforcement placed perpendicular to axis of non-prestressed member shall not exceed: (NSCP 411.6.4.1)

  49. 300 mm 250 mm 200 mm 350 mm Development length Ld for deformed bars in tension shall be less than: (NSCP 412.3.1)

  50. 300 mm 250 mm 200 mm 350 mm Development length Ld for deformed bars in tension shall be less than: (NSCP 412.3.1)

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