The floor of a building, shown in Fig. 2.6(a), is subjected to a uniformly distributed load of 3.5 kPa over its surface area.Determine the loads acting on all the members of the floor system. ColumnFloor beamSlab3 at 4 mFloor beam= 12 mGirderGI-9m(a) Framing Plan7 KNmATributary area2 m9mof beam AB31.5 LN31.5 kNLoad on exterior heamsDAB and GHF.Triluitary areaof heam EFF4 m14 kNimGİ-9 m63 KN63 kN9mLoad on interior bcamsCD and EF(b) Load on BeamsTributary areaof girder AGAI-4 m31.5 kN63 kN63 kN31.5 kNDAiGE4 m12 m94.5 kN94.5 kNFE4 m-4 m-4 m4 m4.5 m4.5 m

Consider the given data of Beam CD Length of beam=9 mSpacing of beam=4 mTributary width = 4 mLoading…

Answered: Column Floor beam Slab 3 at 4 m Floor…

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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The floor of a building, shown in Fig. 2.6(a), is subjected to a uniformly distributed load of 3.5 kPa over its surface area.Determine the loads acting on all the members of the floor system.

Column
Floor beam
Slab
3 at 4 m
Floor beam
= 12 m
Girder
GI-
9m
(a) Framing Plan
7 KNm
A
Tributary area
2 m
9m
of beam AB
31.5 LN
31.5 kN
Load on exterior heams
D
AB and GH
F.
Triluitary area
of heam EF
F
4 m
14 kNim
Gİ-
9 m
63 KN
63 kN
9m
Load on interior bcams
CD and EF
(b) Load on Beams
Tributary area
of girder AG
AI-
4 m
31.5 kN
63 kN
63 kN
31.5 kN
D
A
iG
E
4 m
12 m
94.5 kN
94.5 kN
F
E4 m
-4 m
-4 m
4 m
4.5 m
4.5 m

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