Figure 2 shows a residential tower with an observation deck extending above sea water supported by a beam. Strategically place a column so that the size of the indicated beam is the smallest (Set a value for L). Assume the beam to be a rectangular overhang beam and assume the connection to hotel as pin connection support. Take Fire Rating as R120. Design the beam for ultimate limit state and serviceability limit state using the following details:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Column to
be placed
indicated beam
10 m
L
Sea water
Residential
tower
Ground
Figure 2: Residential tower with an observation deck
fck = 30 MPa
fyk = 500 MPa
Gz = 12 kN/m (exclusive of self-weight of beam)
Qk=8 kN/m
Figure 2 shows a residential tower with an observation deck extending above sea water
supported by a beam. Strategically place a column so that the size of the indicated beam is the
smallest (Set a value for L). Assume the beam to be a rectangular overhang beam and assume
the connection to hotel as pin connection support. Take Fire Rating as R120. Design the beam
for ultimate limit state and serviceability limit state using the following details:
Transcribed Image Text:Column to be placed indicated beam 10 m L Sea water Residential tower Ground Figure 2: Residential tower with an observation deck fck = 30 MPa fyk = 500 MPa Gz = 12 kN/m (exclusive of self-weight of beam) Qk=8 kN/m Figure 2 shows a residential tower with an observation deck extending above sea water supported by a beam. Strategically place a column so that the size of the indicated beam is the smallest (Set a value for L). Assume the beam to be a rectangular overhang beam and assume the connection to hotel as pin connection support. Take Fire Rating as R120. Design the beam for ultimate limit state and serviceability limit state using the following details:
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