Tributary areaDetermine the load support by the following with FBD I. Determine the load supported by the ffiBeams; HI, DI, IJ, IN, LM, KPColumn: K, L; P, Asiges;4m2mconcrete beam300 mm X 400mmConcrete column = 600mm x 600mm xssmLive Loadtom1,92 краconcrete Slab - 125mm thkScone = 24 kN/m²АHSmBDIN4mE0amFKPGMGL7mMR

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I. Determine the load supported by the ff: HI, DI, IJ, IN, LM, KP Beame: Column: R, L; P, A siges; Concrete beam 300 mm x 400mm Concrete column - 600 mm x G00 mm Xssm Live Load 1.92 kPa Concrete slab - 125mm thk Scone = 24 kN/m

I. Determine the load supported by the ff: HI, DI, IJ, IN, LM, KP Beame: Column: R, L; P, A siges; Concrete beam 300 mm x 400mm Concrete column - 600 mm x G00 mm Xssm Live Load 1.92 kPa Concrete slab - 125mm thk Scone = 24 kN/m

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

Tributary area

Determine the load support by the following with FBD

I. Determine the load supported by the ffi
Beams; HI, DI, IJ, IN, LM, KP
Column: K, L; P, A
siges;
4m
2m
concrete beam
300 mm X 400mm
Concrete column = 600mm x 600mm xssm
Live Load
tom
1,92 кра
concrete Slab - 125mm thk
Scone = 24 kN/m²
А
H
Sm
B
D
I
N
4m
E
0
am
F
K
P
GM
G
L
7m
M
R

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Step 1: Introducing Given Data

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Step 2: Determining the type of slab

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Step 3: Draw the load distribution diagram

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Step 4: Calculate load from slab

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Step 5: Determine equivalent rectangular & triangular load from each slab

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Step 6: Determine equivalent trapezoidal load from each slab

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Step 7: Calculation of beam load

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Step 8: Calculation of column load K & L

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Step 9: Calculation of column load P & A

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