please help me solve the second question SITUATION.Refer to figure.Given:S= 3mL- 10mSuperimposed Dead Load = 6.0 kPaLive Load = 4.8 kPaFGProperties of Beam CG:Section468 mm x 97 kg/mAreа, А.12,324 mm^2Depth, d465 mmFlange width, bf193 mmFlange thickness, tf =19 mmWeb thickness, tw =11 mmMoment of Inertia, Ix =445 x 10°6 mm^4Moment of Inertia, ly =23 х 10%6 mm^4Plastic Section Modulus, Zx = 3250 x 10^3 mm^3Plastic Section Modulus, Zy = 405 x 1013 mm^3Yield Strength, Fy = 344 MPaITS50 mmConsidering bending about x - axisWhich of the following gives the maximum bending stress in Beam CG at ultimate loads?217В299248D98 If lateral supports are to be provided, calculate the biggest spacing to be specified so that the nominal moment capacity is equal to the plastic momentcapacity of the beam.A1.0B1.52.0D 2.5

Given, beam CG of length 10 m specifications of the cross section are also given. Maximum bending…

Answered: If lateral supports are to be provided,…

If lateral supports are to be provided, calculate the biggest spacing to be specified so that the nominal moment capacity is equal to the plastic moment capacity of the beam.

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

Fluid Materials

In general terms, anything that flows can be termed as a fluid. In other words, a fluid is any substance that cannot resist shear forces and deforms continuously under the application of external shear forces. Fluid materials differ completely from solid materials such as metals and alloys. For instance, if we consider two infinitesimally small cross-sectional areas of fluid materials and solid materials, and apply shear forces to these elements, both the elements will undergo deformation. Upon releasing the shear force, the element of the solid materials will regain its original orientation, but the element of the fluid materials will keep on deforming continuously under the action of the shear force.

Question

please help me solve the second question

SITUATION.
Refer to figure.
Given:
S= 3m
L- 10m
Superimposed Dead Load = 6.0 kPa
Live Load = 4.8 kPa
F
G
Properties of Beam CG:
Section
468 mm x 97 kg/m
Areа, А.
12,324 mm^2
Depth, d
465 mm
Flange width, bf
193 mm
Flange thickness, tf =
19 mm
Web thickness, tw =
11 mm
Moment of Inertia, Ix =
445 x 10°6 mm^4
Moment of Inertia, ly =
23 х 10%6 mm^4
Plastic Section Modulus, Zx = 3250 x 10^3 mm^3
Plastic Section Modulus, Zy = 405 x 1013 mm^3
Yield Strength, Fy = 344 MPa
ITS
50 mm
Considering bending about x - axis
Which of the following gives the maximum bending stress in Beam CG at ultimate loads?
217
В
299
248
D
98

If lateral supports are to be provided, calculate the biggest spacing to be specified so that the nominal moment capacity is equal to the plastic moment
capacity of the beam.
A
1.0
B
1.5
2.0
D 2.5

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