38. The results from the tests conducted by the Metals Industry Research Development Center depict one of the following (a) 10 mm rebars were inferior in lug height (b) 10 mm rebars were inadequate in strength (c) 12 mm rebars were deficient in mass variation (d) 12mm rebars were impaired in bending 39. The greatest composition for 275W rebar is (a) Carbon (b) Manganese (c) Phosphorous (d) Sulfur 40. Former Chairman of the Association of Structural Engineers of the Philippin (ASEP) Engr. Emilio Morales once uttered that substandard construction materia particularly rebars, would not withstand a (a) 5.5-magnitude earthquake (b) 6.5-magnitude earthquake (c) 6.8-magnitude earthquake (d) 7.2-magnitude earthquake
38. The results from the tests conducted by the Metals Industry Research Development Center depict one of the following (a) 10 mm rebars were inferior in lug height (b) 10 mm rebars were inadequate in strength (c) 12 mm rebars were deficient in mass variation (d) 12mm rebars were impaired in bending 39. The greatest composition for 275W rebar is (a) Carbon (b) Manganese (c) Phosphorous (d) Sulfur 40. Former Chairman of the Association of Structural Engineers of the Philippin (ASEP) Engr. Emilio Morales once uttered that substandard construction materia particularly rebars, would not withstand a (a) 5.5-magnitude earthquake (b) 6.5-magnitude earthquake (c) 6.8-magnitude earthquake (d) 7.2-magnitude earthquake
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Kindly select the correct answer with solutions or explanations
Transcribed Image Text:38. The results from the tests conducted by the Metals Industry Research and
Development Center depict one of the following
(a) 10 mm rebars were inferior in lug height
(b) 10 mm rebars were inadequate in strength
(c) 12 mm rebars were deficient in mass variation
(d) 12mm rebars were impaired in bending
39. The greatest composition for 275W rebar is
(a) Carbon
(b) Manganese
(c) Phosphorous
(d) Sulfur
40. Former Chairman of the Association of Structural Engineers of the Philippines
(ASEP) Engr. Emilio Morales once uttered that substandard construction materials,
particularly rebars, would not withstand a
(a) 5.5-magnitude earthquake
(b) 6.5-magnitude earthquake
(c) 6.8-magnitude earthquake
(d) 7.2-magnitude earthquake
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