A doubly reinforced concrete beam shown is subjected a superimposed concentrated. dead load equal to 80 KN and a uniform dead load equal to 10 KN/m (including its own wt.) as shown. Use fc'=20.70 MPa, fy= 345 MPa & USD-NSCP 2010. Required: (1) Calculate the maximum ultimate moment developed in the beam due to supplied loads; (2) Draw its V & M diagram; (3) Calculate the ultimate moment capacity of the beam; (4) Is the beam adequate or not against flexure? (Justify your answer); (5) Calculate the minimum required spacing of the stirrups in the beam when they are required. RA 80 KN ↓ 2 m B 2-28 mm 4-36 mm 10 kN/m 350 mm 8m 60 mm 540 mm 600 mm Rc U SECTION OF DRCB

A doubly reinforced concrete beam shown is subjected a superimposed concentrated. dead load equal to 80 KN and a uniform dead load equal to 10 KN/m (including its own wt.) as shown. Use fc'=20.70 MPa, fy= 345 MPa & USD-NSCP 2010. Required: (1) Calculate the maximum ultimate moment developed in the beam due to supplied loads; (2) Draw its V & M diagram; (3) Calculate the ultimate moment capacity of the beam; (4) Is the beam adequate or not against flexure? (Justify your answer); (5) Calculate the minimum required spacing of the stirrups in the beam when they are required. RA 80 KN ↓ 2 m B 2-28 mm 4-36 mm 10 kN/m 350 mm 8m 60 mm 540 mm 600 mm Rc U SECTION OF DRCB

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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