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: fek = 30 MPa fak = 500 MPa Gi = 12 kN/m (exclusive of self-weight of beam) Q = 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: fek = 30 MPa fak = 500 MPa Gi = 12 kN/m (exclusive of self-weight of beam) Q = 8 kN/m

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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