Please answer situation 2 only Situation 1. A 7.5 m long simply supported beam has a cross sectional area of b = 400 mm by h = 550 mm. The beam hasreinforcement of 2-28 mm compression bars and 4-28 mm tension bars, each located 70 mm from the extreme concretefiber. f'c = 24 MPa, fy = 414 MPa. Use NSCP 2015.a. Determine the nominal moment capacity of the beam.b. Determine the additional concentrated service live load that can be applied at 2m from the left support if the dead loadincluding the weight of the beam is 20 kN/mSituation 2. Design a T-beam for which bw = 300 mm and d = 550 mm. The beams are 4.5 m long and spaced at 3 m oncenters. The slab thickness is 100 mm. Dead load Moment = 700 kN-m (including the weight of beam) and Live loadMoment = 80 kN-m. f'c = 28 MPa and fy = 414 MPa. Use NSCP 2015.a. Determine the Steel Area of the beam

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Situation 2. Design a T-beam for which bw = 300 mm and d = 550 mm. The beams are 4.5 m long and spaced at 3 m on centers. The slab thickness is 100 mm. Dead load Moment = 700 kN-m (including the weight of beam) and Live load Moment = 80 kN-m. f'c = 28 MPa and fy = 414 MPa. Use NSCP 2015. a. Determine the Steel Area of the beam

Situation 2. Design a T-beam for which bw = 300 mm and d = 550 mm. The beams are 4.5 m long and spaced at 3 m on centers. The slab thickness is 100 mm. Dead load Moment = 700 kN-m (including the weight of beam) and Live load Moment = 80 kN-m. f'c = 28 MPa and fy = 414 MPa. Use NSCP 2015. a. Determine the Steel Area of the beam

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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