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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
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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Q2:A continuous beam have section shown in Fig (2-a), and clear span of 6 m 800 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, 100 Wa=70 KN/m (including selfweight). 200 200 600 Fig (2-b) Masonry T100 300 6000 6000 6000 300 300 Fig.(2-a) 300
Transcribed Image Text:Q2:A continuous beam have section shown in Fig (2-a), and clear span of 6 m 800 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, 100 Wa=70 KN/m (including selfweight). 200 200 600 Fig (2-b) Masonry T100 300 6000 6000 6000 300 300 Fig.(2-a) 300
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