The steel floor framing shown is designed to support a reading room for a library area of a building. The set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm mortar bed as floor finish. Refer to the figures shown below.

Structural Analysis
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Chapter2: Loads On Structures
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What's the Maximum displacement of Beam CD in mm following the ultimate design loads if Esteel = 200GPa?

The steel floor framing shown is designed to support a reading room for a library area of a building. The
set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm
mortar bed as floor finish. Refer to the figures shown below.
-100.00-
A
6m
12.50-
3m
125.00
12.50
3m
E
12.50
CROSS SECTION OF BEAM CD
FLOOR FRAMING
(Dimensions are in mm)
If we are to consider the self-weight of the beam (Ysteel = 77 kN/m³), calculate the following:
Transcribed Image Text:The steel floor framing shown is designed to support a reading room for a library area of a building. The set of beams are to carry a cinder concrete slab that is 125 mm thick with 20 mm ceramic tiles on 13 mm mortar bed as floor finish. Refer to the figures shown below. -100.00- A 6m 12.50- 3m 125.00 12.50 3m E 12.50 CROSS SECTION OF BEAM CD FLOOR FRAMING (Dimensions are in mm) If we are to consider the self-weight of the beam (Ysteel = 77 kN/m³), calculate the following:
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