Calculate the minimum width of beam AB in accordance with NSCP 2015 in mm.ROUND UPyour answer to the nearest 10 mm.Using the rounded beam width, calculate the effective depth of the negative moment section of beam AB in mm.0Using the rounded beam width, calculate the ultimate moment capacity of the negative moment section of beam AB in kN.m.0Calculate the total deadload that can be imposed in beam AB without exceeding the ultimate moment capacity of the negative moment section in kN/m.0Using the rounded beam width, calculate the depth of neutral axis in the positive moment section of beam AB in mm.85Using the rounded beam width, calculate the ultimate moment capacity of the positive moment section of beam AB in kN.m.0 Given:Table 406.5.2 Approximate Moments for Non-Prestressed Continuous Beams and One-Way SlabsConcrete cover =60mmStirrups diameter = 12mmL = 6m; L2 = 7mS= 2.8mMomentLocationConditionMDiscontinuous endintegral withsupportWul/14Live load = 10kPaEnd spanSteel strength, fy = 420MPAColumn = 600mm by 600 mmPositiveDiscontinuous endunrestrainedInteriorAAllspansMember builtIntegraliy withsupportingspandrel beamSWul/24Interior faceof exteriorsupportMember builtintegrally withsupporting columnWyl/16SExterior faceTwo spansof firstinteriorMore than twoSsupportWul/10spansKNegativel]Face ofOtherAllWulG/11supportsL1L2a) Slabs with spansnot exceeding 3m.b) Beams whereratio of sum ofbbFace of allsupportssatisfying(a) or (b)Wu l/12column stiffnessesto beam stiffness8-28 oexceeds 8 at cach800 mm800 тmend of span4 — 28 ф[1]To calculate negative moments, en shall be the average ofthe adjacent clear span lengths.

As per Bartleby's guidelines we are supposed to answer only first three questions.

Answered: Calculate the minimum width of beam AB…

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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Calculate the minimum width of beam AB in accordance with NSCP 2015 in mm.ROUND UPyour answer to the nearest 10 mm.
Using the rounded beam width, calculate the effective depth of the negative moment section of beam AB in mm.0
Using the rounded beam width, calculate the ultimate moment capacity of the negative moment section of beam AB in kN.m.0
Calculate the total deadload that can be imposed in beam AB without exceeding the ultimate moment capacity of the negative moment section in kN/m.0
Using the rounded beam width, calculate the depth of neutral axis in the positive moment section of beam AB in mm.85
Using the rounded beam width, calculate the ultimate moment capacity of the positive moment section of beam AB in kN.m.0

Given:
Table 406.5.2 Approximate Moments for Non-
Prestressed Continuous Beams and One-Way Slabs
Concrete cover =
60mm
Stirrups diameter = 12mm
L = 6m; L2 = 7m
S= 2.8m
Moment
Location
Condition
M
Discontinuous end
integral with
support
Wul/14
Live load = 10kPa
End span
Steel strength, fy = 420MPA
Column = 600mm by 600 mm
Positive
Discontinuous end
unrestrained
Interior
A
All
spans
Member built
Integraliy with
supporting
spandrel beam
S
Wul/24
Interior face
of exterior
support
Member built
integrally with
supporting column
Wyl/16
S
Exterior face
Two spans
of first
interior
More than two
S
support
Wul/10
spans
K
Negativel]
Face of
Other
All
WulG/11
supports
L1
L2
a) Slabs with spans
not exceeding 3m.
b) Beams where
ratio of sum of
b
b
Face of all
supports
satisfying
(a) or (b)
Wu l/12
column stiffnesses
to beam stiffness
8-28 o
exceeds 8 at cach
800 mm
800 тm
end of span
4 — 28 ф
[1]
To calculate negative moments, en shall be the average of
the adjacent clear span lengths.

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