11ONE WAY SLAB. Given the diagram,the load on long span beam is2.5mOne Way Slab Load Distribution on Beam:12The maximum moment for the longspan beam considering it a simplysupported beam.1513The end shear reaction for the longspan beam isPanel 2h 125 mmn= 12 kN/m²14The load on the short span beam is7.0 mspan beam considering it a simplysupported beam1816The end shear reaction for the shortbeam is17CASE 1. Load on long span beam isPanel 160mLoad on the short span beam isE19CASE 2. The load for each beam is×WIS3

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Answered: ONE WAY SLAB. Given the diagram, the…

Engineering

Civil Engineering

ONE WAY SLAB. Given the diagram, the load on long span beam is

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

11
ONE WAY SLAB. Given the diagram,
the load on long span beam is
2.5m
One Way Slab Load Distribution on Beam:
12
The maximum moment for the long
span beam considering it a simply
supported beam.
15
13
The end shear reaction for the long
span beam is
Panel 2
h 125 mm
n= 12 kN/m²
14
The load on the short span beam is
7.0 m
span beam considering it a simply
supported beam
18
16
The end shear reaction for the short
beam is
17
CASE 1. Load on long span beam is
Panel 1
60m
Load on the short span beam is
E
19
CASE 2. The load for each beam is
×
WIS3

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