An L-shaped section with b 600 mm, b, = 200 mm, h = 350 mm and h, 150 mm is subjected to a torsional moment of 15 kN m and a shearing force of 65 kN. Design suitable shearing and torsional reinforcement if f= 25 N/mm, f-f=f,=250 N/mm² and the main tension reinforcement consists of three 20 mm bars. %3D %3D %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2) See Fig.(1)
An L-shaped section with b = 600 mm, b, = 200 mm,
h = 350 mm and h, 150 mm is subjected to a torsional
moment of 15 kN m and a shearing force of 65 kN. Design
suitable shearing and torsional reinforcement if f=
25 N/mm, fr=f=f,3250 N/mm and the main
tension reinforcement consists of three 20 mm bars.
Q3) Determine the ultimate moment of resistance of the T-beam secti
shown in Fig.(2) given fy=460 MPa and fou=30MPA
AI
honor
150
200
-40-
-200
Fig.(1)
bi=450
h150
A= 1606
'neutral
axls
A, - 2410
b300
Fig.(2)
da440
Transcribed Image Text:Q2) See Fig.(1) An L-shaped section with b = 600 mm, b, = 200 mm, h = 350 mm and h, 150 mm is subjected to a torsional moment of 15 kN m and a shearing force of 65 kN. Design suitable shearing and torsional reinforcement if f= 25 N/mm, fr=f=f,3250 N/mm and the main tension reinforcement consists of three 20 mm bars. Q3) Determine the ultimate moment of resistance of the T-beam secti shown in Fig.(2) given fy=460 MPa and fou=30MPA AI honor 150 200 -40- -200 Fig.(1) bi=450 h150 A= 1606 'neutral axls A, - 2410 b300 Fig.(2) da440
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