Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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please do the b part (1) question too. its related to part a.  kindly provide a detailed answer. Thank you in advance!!!!

Square Beam AB having the circular hollow cross-section as shown in Figure Q4a and it is
loaded as shown in in Figure Qlb. If the beam material density is 8500kg/m'.
i) Draw the freebody diagram for the beam for the beam
i1) Obtain the equations for shear force in each segment of the beam
i1) Draw the shear force diagram
iv) Obtain the equations for bending moment develop for each segment of the beam
v) Draw the bending moment diagram for the beam
vi) Calculate the maximum bending stress developed.
(g-9.81m's')
$15cm
20cm
20cm
Figure Qla
3kNm
3m
2m
Figure Qlb
(b)
i) Select a beam from standard rolled steel beams to replace above beam (Partl (a)) and
Justify your selection
ii) A 5m high both end pin supported beam has the cross-section of Figure Qla Calculate the
maximum axial load that can be applied on the column. Also select a beam cross section
from standard rolled steel cross section to replace the above column
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Transcribed Image Text:Square Beam AB having the circular hollow cross-section as shown in Figure Q4a and it is loaded as shown in in Figure Qlb. If the beam material density is 8500kg/m'. i) Draw the freebody diagram for the beam for the beam i1) Obtain the equations for shear force in each segment of the beam i1) Draw the shear force diagram iv) Obtain the equations for bending moment develop for each segment of the beam v) Draw the bending moment diagram for the beam vi) Calculate the maximum bending stress developed. (g-9.81m's') $15cm 20cm 20cm Figure Qla 3kNm 3m 2m Figure Qlb (b) i) Select a beam from standard rolled steel beams to replace above beam (Partl (a)) and Justify your selection ii) A 5m high both end pin supported beam has the cross-section of Figure Qla Calculate the maximum axial load that can be applied on the column. Also select a beam cross section from standard rolled steel cross section to replace the above column
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