Need right complete solutionStep by step please Problem 4 Design of Flexural MembersA W 16 x 26 is used for beam AB as shown in the figure. Service deadloads consists of 125 mm thick reinforced concrete slab. Assume thatthe floor slab provides continuous lateral support.Partition load (movable, live) = 0.96 kPa, Suspended ceiling andmechanical equipment = 0.48 kPa. Service live load = 3.12 kPa and unitweight of concrete = 24 kN/m³.Properties of W 16 X 26Wt. =39 kg/mA = 4955 mm²d398.53 mm9 т.bf = 139.70 mmtf = 8.76 mmtw = 6.35 mmВSx = 629 x 103 mm3Sy= 57 x 103 mm³1.81.81.81.8Zx = 724 x 103 mm3Zy= 90 x 103 mm3Fy= 345.6 MPaa. Determine the design flexural strength capacity of the beam.Ø =0.90 (kN-m)b. Determine the design shear strength capacity of the beam. (kN)c. Determine the deflection of the beam if it has a flexuralrigidity of 23800 kN-m² based on live load only.d. Is the beam adequate for live load deflection limit as per code?

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Problem 4 Design of Flexural Members A W 16 x 26 is used for beam AB as shown in the figure. Service dead loads consists of 125 mm thick reinforced concrete slab. Assume that the floor slab provides continuous lateral support. Partition load (movable, live) = 0.96 kPa, Suspended ceiling and mechanical equipment = 0.48 kPa. Service live load = 3.12 kPa and unit weight of concrete = 24 kN/m³.

Problem 4 Design of Flexural Members A W 16 x 26 is used for beam AB as shown in the figure. Service dead loads consists of 125 mm thick reinforced concrete slab. Assume that the floor slab provides continuous lateral support. Partition load (movable, live) = 0.96 kPa, Suspended ceiling and mechanical equipment = 0.48 kPa. Service live load = 3.12 kPa and unit weight of concrete = 24 kN/m³.

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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