0.6m me work: check adequacy of proposed Size and determine required Spacing of Vertical Stirrups for ag.15m Span Simply Supported beam with following data: bw = 330 mm d = 508 mr m, fé = 21 MPa, Fy = 275 Mpa, Wu=65.5 KN + 0:33 m 10.508 m Wu=65-5 KN/m 9.15m m

0.6m me work: check adequacy of proposed Size and determine required Spacing of Vertical Stirrups for ag.15m Span Simply Supported beam with following data: bw = 330 mm d = 508 mr m, fé = 21 MPa, Fy = 275 Mpa, Wu=65.5 KN + 0:33 m 10.508 m Wu=65-5 KN/m 9.15m 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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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

me work: check adequacy of proposed
Size and determine required Spacing of Vertical
Stirrups for ag.15m Span Simply Supported
beam with following data: bw = 330 mm
d = 508 mm.
'
fé = 21 Mpa
/
Fy= 275 MPa
, Wu=65.5
उ
0.5m
00
d
0:33 m
10.508 m
Wu=65-5 KN/m
9.15 m
KN
m

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Step 2: Calculation of shear taken by concrete and steel

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