Exam 4: Load Resistance the Structural Properties of Materials
Exam 1: An Overview of the Building Delivery Process How Buildings Come Into Being80 Questions
Exam 2: Design and Constructions Regulations75 Questions
Exam 3: Loads on Buildings77 Questions
Exam 4: Load Resistance the Structural Properties of Materials74 Questions
Exam 5: Properties of the Envelope-I Thermal Properties102 Questions
Exam 6: Properties of the Envelope-II Air and Water Vapor Control75 Questions
Exam 7: Fire and Smoke-Related Properties84 Questions
Exam 8: Acoustical Properties of Materials41 Questions
Exam 9: Principles of Joints and Sealants Expansion and Contraction Control54 Questions
Exam 10: Principles of Sustainable Construction71 Questions
Exam 11: Soils and Excavations68 Questions
Exam 12: Below-Grade Construction Foundation Systems and Basements55 Questions
Exam 13: Materials for Wood Construction-I Lumber89 Questions
Exam 14: Materials for Wood Construction-Ii Engineered Wood Products, Fasteners, and Connectors71 Questions
Exam 15: Wood Light-Frame Construction-I75 Questions
Exam 16: Wood Light-Frame Construction-II54 Questions
Exam 17: Structural Insulated Panel Construction24 Questions
Exam 18: Material Steel and Steel Components86 Questions
Exam 19: Structural Steel Construction55 Questions
Exam 20: Cold-Formed Steel Construction81 Questions
Exam 21: Lime, Portland Cement, and Concrete99 Questions
Exam 22: Concrete Construction-I Formwork, Reinforcement, and Slabs-On-Ground84 Questions
Exam 23: Concrete Construction-II Site-Cast and Precast Concrete Framing Systems60 Questions
Exam 24: Masonry Materials-I Mortar and Brick83 Questions
Exam 25: Masonry Materials-II Concrete Masonry Units, Natural Stone, and Glass Masonry Units76 Questions
Exam 26: Masonry and Concrete Bearing Wall Construction81 Questions
Exam 27: Exterior Wall Cladding-I Principles of Rainwater Infiltration Control42 Questions
Exam 28: Exterior Wall Cladding-II Masonry, Precast Concrete, and Gfrc98 Questions
Exam 29: Exterior Wall Cladding-III Stucco, Adhered Veneer, Eifs, Natural Stone, and Insulated Metal Panels89 Questions
Exam 30: Glass, Glazing, and Light-Transmitting Plastics94 Questions
Exam 31: Windows and Doors46 Questions
Exam 32: Exterior Wall Cladding-Iv Wall System in Glass49 Questions
Exam 33: Roofing-I Low-Slope Roofs107 Questions
Exam 34: Roofing-I Steep Roofs55 Questions
Exam 35: Stairs40 Questions
Exam 36: Floor Coverings53 Questions
Exam 37: Ceilings23 Questions
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In the stress- strain diagrams of materials, which axis (X- axis or Y- axis)is typically used for stress and which for strain?
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Explain two methods by which the buckling of a member may be prevented.
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What is the neutral axis of a structural member and in which situation do we refer to it-when the member is in axial compression, axial tension or bending?
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Among the commonly used structural materials (steel, concrete, masonry and wood), which has the highest modulus of elasticity and which has the lowest modulus elasticity?
(Essay)
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What is the difference between bearing strength and compressive strength?
(Essay)
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Sketch the stress- strain diagram of low- carbon (mild)steel, showing all of its important parts, and explain why steel should not be stressed beyond its yield stress.
(Essay)
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Which of the following beam cross sections is structurally more efficient in bending?
(Multiple Choice)
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What is meant by a "structurally efficient" cross- sectional shape in bending? Note: "in bending" means that the member is used as beam or slab.
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A l- in.- diameter steel bar is subjected to a tensile force of 30 kips. Determine the stress in the bar.
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The primary purpose of ties in a reinforced concrete column is to
(Multiple Choice)
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When a member buckles, it bends. Explain the difference between buckling and bending.
(Essay)
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A rectangular column measuring 12 in. × 12 in. in cross section carries a load of 18 kips. What is the stress in the column?
(Multiple Choice)
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A concrete column 20 ft high shortens to 19 ft 11- 1/2 in. under a load. Determine the strain in the column.
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A concrete cylinder specimen is tested by loading it in compression from its top. The cylinder is restrained from expanding laterally (not allowed to bulge horizontally under the load). A second identical cylinder is tested in compression similarly but without any lateral restraint, i.e., this cylinder is allowed to bulge laterally. Will both cylinders fail at the same or a different value of load? Explain your answer.
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