Need right complete solution 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?

L = 9m (assuming simply supported) Let steel be A992 So, fy = 345 MPa fallow = 0.9 x 345 =…

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. Properties of W 16 x 26 A Wt. = 39 kg/m A = 4955 mm² d = 398.53 mm 9 т. bf = 139.70 mm tf = 8.76 mm tw = 6.35 mm В Sx = 629 x 103 mm3 Sy = 57 x 103 mm3 1.8 1.8 1.8 1.8 Zx = 724 x 103 mm3 Ży = 90 x 103 mm³ Fy 345.6 MPa %D a. Determine the design flexural strength capacity of the beam. Ø =0.90 (kN-m) b. Determine the design shear strength capacity of the beam. c. Determine the deflection of the beam if it has a flexural (kN) rigidity of 23800 kN-m² based on live load only. d. Is the beam adequate for live load deflection limit as per code?

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. Properties of W 16 x 26 A Wt. = 39 kg/m A = 4955 mm² d = 398.53 mm 9 т. bf = 139.70 mm tf = 8.76 mm tw = 6.35 mm В Sx = 629 x 103 mm3 Sy = 57 x 103 mm3 1.8 1.8 1.8 1.8 Zx = 724 x 103 mm3 Ży = 90 x 103 mm³ Fy 345.6 MPa %D a. Determine the design flexural strength capacity of the beam. Ø =0.90 (kN-m) b. Determine the design shear strength capacity of the beam. c. Determine the deflection of the beam if it has a flexural (kN) rigidity of 23800 kN-m² based on live load only. d. Is the beam adequate for live load deflection limit as per code?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

What is NPSH ? What is the difference NPSH available and NPSH required?
what method did you use there?
ESSAY Advantages and Disadvantages of Using Hollow Block
Define Core barrels
Describe about Micropiles—installation and applications.
ADT construction materials? Respond.
Where the Schmertmann procedure applies?
What is the use of die stock.
Design procedure of column design criteria. Explain it
Define Shrinkage loads