Q2/Using the ACI Code equations, determine the minimum slab thickness required for Panel (Aand Panel (B) of the floor system shown in Figure (2). Use fy-470MPA.200mm350mme 250mm400mm dia.Exterior beam250x250mm200mm2500 x 1000mm350mmPanel (A)Panel (B)50mmInterior beam78 m7.8m78 m78mFigure (2)7.5 m-

Using the ACI code Equation: h=ln0.8+fy/140036+5βα fm-0.2α fm=IbIs

Q2//Using the ACI Code equations, determine the minimum slab thickness required for Panel (A and Panel (B) of the floor system shown in Figure (2). Use fy-470MPA. 200mm 250mm 400mm dia. Exterior beam 50250mm 2500 x 1000mm 350 Panel (A) Panel (B) Interior beam 78m 7.8m 7.8 m 78m Figure (2)

Q2//Using the ACI Code equations, determine the minimum slab thickness required for Panel (A and Panel (B) of the floor system shown in Figure (2). Use fy-470MPA. 200mm 250mm 400mm dia. Exterior beam 50250mm 2500 x 1000mm 350 Panel (A) Panel (B) Interior beam 78m 7.8m 7.8 m 78m Figure (2)

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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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

Q2/Using the ACI Code equations, determine the minimum slab thickness required for Panel (A
and Panel (B) of the floor system shown in Figure (2). Use fy-470MPA.
200mm
350mm
e 250mm
400mm dia.
Exterior beam
250x250mm
200mm
2500 x 1000mm
350mm
Panel (A)
Panel (B)
50mm
Interior beam
78 m
7.8m
78 m
78m
Figure (2)
7.5 m-

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