6.1 Calculate the ultimate moment M, of the column section shown in Fig. P.6.1 for: (a)N-400 kN. (b) Na-800 kN and (c) Na 1500 kN.Materials are C25 and $420. Use design strengths. (f.-17 MPa and f-365 MPa)Longitudinal reinforcement: 10-16.Dimensions = mm10-016Figure P6.1O Recalculate the moment capacity of the column section shown in Fig. P.6.1 byneglecting the intermediate steel for; (a) N₁-400 kN, (b) N₁-800 kN and (c)N-1500 KN.Materials: C25 and S420.Compare results of Problems 6.1 and 6.2 and discuss.Calculate the ultimate moment M, for the cross-section shown in Fig. P.6.2, for (a)N-300 kN and (b) Nd=1000 kN.Materials: C20 (fcd=13 MPa) and S420 (fyd-365 MPa)Reinforcement: 6-018140500 mm150300 mm35 140

Answered: Image /qna-images/answer/8849e56c-dd91-4a36-987a-589e4eabab6c.jpg

6.1 Calculate the ultimate moment M, of the column section shown in Fig. P.6.1 for: (a) N-400 kN. (b) Na-800 kN and (c) Na 1500 kN. Materials are C25 and $420. Use design strengths. (f.-17 MPa and fy-365 MPa) Longitudinal reinforcement: 10-16. Dimensions = mm 10-016 Figure P6.1 Recalculate the moment capacity of the column section shown in Fig. P.6.1 neglecting the intermediate steel for; (a) N₁-400 kN, (b) N₁-800 kN and N-1500 KN. Materials: C25 and $420. Compare results of Problems 6.1 and 6.2 and discuss. Calculate the ultimate moment M, for the cross-section shown in Fig. P.6.2, fo N-300 kN and (b) Na-1000 kN. $100 (f 265 MB) 140 500 mm 150 300 mm 35 140

6.1 Calculate the ultimate moment M, of the column section shown in Fig. P.6.1 for: (a) N-400 kN. (b) Na-800 kN and (c) Na 1500 kN. Materials are C25 and $420. Use design strengths. (f.-17 MPa and fy-365 MPa) Longitudinal reinforcement: 10-16. Dimensions = mm 10-016 Figure P6.1 Recalculate the moment capacity of the column section shown in Fig. P.6.1 neglecting the intermediate steel for; (a) N₁-400 kN, (b) N₁-800 kN and N-1500 KN. Materials: C25 and $420. Compare results of Problems 6.1 and 6.2 and discuss. Calculate the ultimate moment M, for the cross-section shown in Fig. P.6.2, fo N-300 kN and (b) Na-1000 kN. $100 (f 265 MB) 140 500 mm 150 300 mm 35 140

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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