57: Design a T-beam having cross section shown in figure belowaccording to ACI code requirement. The beam is simply supported on span1914of (7.31m), The is subjected to service dead load (48.80 kN/mm) (includingself-weight), and service live load (25 kN.m), Assume the designer intendsdnesto use: fe-21 MPa, fy=414 MPa and bf= 1 m. Use two layer ofreinforcement)at lanCOSM0.09mmRÝM OC¹0.3 m²1000-0.55 m

Service dead load = 48.8 KN/mService live load = 25 KN/mBeam span = 7.31 mf'c =21 Mpafy = 414 Mpabf…

: Design a T-beam having cross section shown in figure below according to ACI code requirement. The beam is simply supported on span of (7.31m), The is subjected to service dead load (48.80 kNm) (including 10 self-weight), and service live load (25 kN.m), Assume the designer intends des neu to use: fe 21 MPa, fy=414 MPa and bf= 1 m. Use two layer of reinforcement) COS-FERS

: Design a T-beam having cross section shown in figure below according to ACI code requirement. The beam is simply supported on span of (7.31m), The is subjected to service dead load (48.80 kNm) (including 10 self-weight), and service live load (25 kN.m), Assume the designer intends des neu to use: fe 21 MPa, fy=414 MPa and bf= 1 m. Use two layer of reinforcement) COS-FERS

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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