Structural Design Exam Part 4 focuses on assessing knowledge in wind loads across different zones in the Philippines and fundamental structural engineering concepts including axial force, effective length factor, and fatigue. It's designed for learners aiming to deepen their understanding of structural design principles.
A. 150
B. 250
C. 125
D. 200
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A. 150
B. 250
C. 125
D. 200
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A. axial force
B. compressive force
C. axial stress
D. eccentric stress
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A. Effective length
B. Effective length Factor
C. Eccentric Braced Frame (EBF)
D. Effective Stiffness
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A. stress
B. strain
C. deflection
D. fatigue
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A. stress concentration
B. residual stress
C. shear factor
D. instability
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A. Plastic zone
B. plastic modulus
C. plastic moment
D. plastic strain
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A. Nominal loads
B. Resistance
C. Nominal Strength
D. Load Factor
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A. Building Frame System
B. Mechanism Method
C. Strength Design
D. Load & Resistance Factor Design
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A. Reinforced Concrete
B. Air-entrained concrete
C. Lightweight concrete
D. Concrete
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A. Admixture
B. Aggregate
C. Sleeve Particles
D. Filters
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A. Course aggregate shall be no longer than 1/3 the depth of the slab under consideration
B. Course aggregate shall be no longer than 1/4 the depth of the slab under consideration
C. Course aggregate shall be no longer than 1/6 the depth of the slab under consideration
D. Course aggregate shall be no longer than 1/5 the depth of the slab under consideration
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A. End anchorage
B. Reinforced length
C. Development length
D. Critical length
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A. 90 deg. Bend plus 6db extension at the free end of bar, for 16mm bar and smaller
B. 90 deg. Bend plus 12db extension at the free end of bar, for 20mm & 25mm bar
C. 135 deg. Bend plus 6db extension at the free end of bar, for 25mm bar and smaller
D. All of the above
E. None of the above
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A. End anchorage
B. Embedment length
C. Development length
D. Critical length
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A. 4db
B. 6db
C. 8db
D. 10db
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A. Bars larger than 36 mm shall not be bundled in beams.
B. Bundled bars shall be enclosed within stirrups or ties
C. Group of parallel reinforcing bars bundled in contact to act as a unit shall be limited to three in any one bundle.
D. Individual bars within a bundle terminated within the span of flexural members shall terminate at different points with at least 40 db staggered.
E. None of the above
F. All of the above
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A. End anchorage
B. Embedment Length
C. Development length
D. Critical length
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A. creep
B. buckling
C. Fatigue
D. Overload
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A. Braced frame
B. Rigid Component
C. bearing wall system
D. Flexible component
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A. Braced frame
B. Rigid Component
C. bearing wall system
D. Flexible component
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A. 200
B. 250
C. 300
D. 350
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A. 2 yrs.
B. 5 yrs.
C. 10 yrs.
D. 15 yrs.
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A. 12 db
B. 6 db
C. 8 db
D. 10 db
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A. 50 mm
B. 25 mm
C. 75 mm
D. 100 mm
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A. 2.0 db
B. 2.15 db
C. 1.50 mm
D. 1.75 mm
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A. 375 mm
B. 450 mm
C. 500 mm
D. 300 mm
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A. 4
B. 3
C. 2
D. 5
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A. 25 mm
B. 16 mm
C. 28 mm
D. 36 mm
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A. Miscellaneous occupancy
B. Essential facilities
C. Hazardous facility
D. Standard occupancy
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A. Miscellaneous occupancy
B. Essential facilities
C. Hazardous facility
D. Standard occupancy
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A. Miscellaneous occupancy
B. Essential Facilities
C. Special occupancy
D. Standard occupancy
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A. Miscellaneous occupancy
B. Essential facilities
C. Special occupancy
D. Hazardous facility
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A. L/300
B. L/360
C. L/200
D. L/240
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A. 50%
B. 25%
C. 15%
D. 20%
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A. 20%
B. 15%
C. 30%
D. 50%
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A. Dual System
B. Moment Resisting Frame System
C. Building Frame System
D. Bearing Wall System
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A. 50%
B. 60%
C. 80%
D. 75%
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A. Moment of Inertia
B. resistance
C. shear
D. yield point
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