Hello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stage 15 ft50 ft152 +154 + +H7= 0.3 Mp/142Design the Conc.5slab as shown in thePlan. Let fiy Hsi fyzbyMiLive load = 0.3 Hing 172thickness of slab-15-10 inchuse ACI 318-19

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Answered: Design the Conc. slab as shown in the…

Design the Conc. slab as shown in the Plan. Let fis 4 tesi, fyzbe Live load = 0.3 Hip / Ht=" thickness of slab-15 -10 inch use ACI 318-19

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.

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Hello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stage

15 ft
50 ft
152 +
154 + +
H
7= 0.3 Mp/142
Design the Conc.
5
slab as shown in the
Plan. Let fiy Hsi fyzby
Mi
Live load = 0.3 Hing 172
thickness of slab-15
-10 inch
use ACI 318-19

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Step 1: Introduce the problem statement

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Step 2: Determine ultimate load acting on slab

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Step 3: Classify the slab

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Step 4: Compute positive moment

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Step 5: Compute negative moment

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Step 6: Design the bottom reinforcement

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Step 7: Design the negative reinforcement

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Step 8: Check for deflection

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Step 9: Check for Shear

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