Q2:A continuous beam have 'section shown in Fig (2-a), and clear span of 6 m as shown in Fig (2-b). Design the beam for maximum negative moment only. Use#10 stirrups and # 25 rebar, f 21 MPa,f, =420 MPa . WL = 70KN/m 800 Wa=70 KN/m (including selfweight). 200 200 600 Fig (2-b) Masonry T100 300 6000 6000 6000 300 Fig.(2-a) 300 300

Q2:A continuous beam have 'section shown in Fig (2-a), and clear span of 6 m as shown in Fig (2-b). Design the beam for maximum negative moment only. Use#10 stirrups and # 25 rebar, f 21 MPa,f, =420 MPa . WL = 70KN/m 800 Wa=70 KN/m (including selfweight). 200 200 600 Fig (2-b) Masonry T100 300 6000 6000 6000 300 Fig.(2-a) 300 300

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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