The suspended slab S5 has dimensions and thickness shown in Figure 4. The slab is to be designed to carry a deadload (excluding the slab weight) equal to 1.20 kPa and a live load equal to 2.40 kPa. Determine the design negative and positive moments using the Coefficient Method.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The suspended slab S5 has dimensions and thickness shown in Figure 4. The slab is to be designed to carry a deadload (excluding the slab weight) equal to 1.20 kPa and a live load equal to 2.40 kPa. Determine the design negative and positive moments using the Coefficient Method.

The suspended slab S5 has dimensions and thickness shown in Figure 4. The slab is to be designed to carry a deadload
(excluding the slab weight) equal to 1.20 kPa and a liveload equal to 2.40 kPa. Determine the design negative and
positive moments using the Coefficient Method.
7.10 m
t = 125 mm
4.20 m
Slab Panel
(S5)
300 mm
300 mm
NOTE: 300mmx600mm beams are provided on all column lines
Figure 4. Problem 4
Transcribed Image Text:The suspended slab S5 has dimensions and thickness shown in Figure 4. The slab is to be designed to carry a deadload (excluding the slab weight) equal to 1.20 kPa and a liveload equal to 2.40 kPa. Determine the design negative and positive moments using the Coefficient Method. 7.10 m t = 125 mm 4.20 m Slab Panel (S5) 300 mm 300 mm NOTE: 300mmx600mm beams are provided on all column lines Figure 4. Problem 4
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