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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter1: Introduction

Section: Chapter Questions

Problem 1.5.2P: A tensile test was performed on a metal specimen having a circular cross section with a diameter of...

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STEEL ANALYSIS full solution and final answer to 4 decimal places pls
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