For the floor system shown in Figure below, determine the moment capacity at mid-span ofbeam (AB). Use bw=250 mm and23450Mpa.Column 0.3X0.3 mT5.0 m5.0 mfy90 mm T500 mmB+4.5 m 4.5 m-4.5 m-6025mm 6025mm 6025mm 26025mm

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For the floor system shown in Figure below, determine the moment capacity at mid-span of beam (AB). Use bw=250 mm and = 23 Mpa. fy 450 Column 0.3X0.3 m T 5.0 m 5.0 m 90 mm 500 mm B A +4.5 m 4.5 m 4.5 m- 6025mm 6025mm 6025mm 6025mm

For the floor system shown in Figure below, determine the moment capacity at mid-span of beam (AB). Use bw=250 mm and = 23 Mpa. fy 450 Column 0.3X0.3 m T 5.0 m 5.0 m 90 mm 500 mm B A +4.5 m 4.5 m 4.5 m- 6025mm 6025mm 6025mm 6025mm

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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Question

For the floor system shown in Figure below, determine the moment capacity at mid-span of
beam (AB). Use bw=250 mm and
23
450
Mpa.
Column 0.3X0.3 m
T
5.0 m
5.0 m
fy
90 mm T
500 mm
B
+4.5 m 4.5 m-4.5 m-
6025mm 6025mm 6025mm 26025mm

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Step 2: Calculate effective flange width (be)

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Step 3: Calculate effective depth (d)

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Step 4: Calculate moment capacity

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