Design of Steel Structure The heaviest I-section for same depth is ISHB ISLB ISWB ISMB ISHB ISLB ISWB ISMB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 120 100 180 145 120 100 180 145 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 9 mm 8 mm 7 mm 6 mm 9 mm 8 mm 7 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area gross area and net area net area in both cases gross area in both cases net area and gross area gross area and net area net area in both cases gross area in both cases ANSWER DOWNLOAD EXAMIANS APP
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