For a conceptual design, you are being asked to provide a preliminary design of the new school building. You are asked to illustrate a design of reinforced concrete members to sizes to further convince the client: an internai non-slender reinforced concrete column between the ground and first floor (Please refer to Figure 3), 90 minutes fire protection is required for the school building.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Design of Column
Design Moment 150 kNm
Design Axial load 1500 KN
Вeam
Вeam
550 mm deep X 300 mm wide
550 mm deep
Х 300 mm
4.5 m
wide
Design Moment O kNm
5m
3.5 m
FIGURE 3
Transcribed Image Text:Design of Column Design Moment 150 kNm Design Axial load 1500 KN Вeam Вeam 550 mm deep X 300 mm wide 550 mm deep Х 300 mm 4.5 m wide Design Moment O kNm 5m 3.5 m FIGURE 3
For a conceptual design, you are being asked to provide a preliminary design of the new school
building. You are asked to illustrate a design of reinforced concrete members to sizes to further
convince the client:
an internal non-slender reinforced concrete column between the ground and first floor
(Please refer to Figure 3),
90 minutes fire protection is required for the school building.
Transcribed Image Text:For a conceptual design, you are being asked to provide a preliminary design of the new school building. You are asked to illustrate a design of reinforced concrete members to sizes to further convince the client: an internal non-slender reinforced concrete column between the ground and first floor (Please refer to Figure 3), 90 minutes fire protection is required for the school building.
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