Solve only situation 4 question thanks ASAP Situation 1:Determine the reactions at points A and B of thebeam provided.4mP-50KN4m2 k/ft-8 ft40kN/mSituation 2:Determine the reactions at the supports A, B, D, andF.8 kF₁ =750 NCB4 ftF₂=800 Nm6mDSituation 3:Determine the force in each member of the truss if W= 100 kg. State if the member is in tension orcompression.WP₁-80KND-4 ft 4 ft 4 ft-2 ft-4 m-Cable3m-3 mB0108m2 m2mSituation 4:Considering the beam provided below, fixed supportat point A, an internal hinge at points B and C,rollers at point C and E. Cross-section of the beam isprovided below.A-3m-4mB80 cmg.3 kN/m1.CmDetermine the following:120 cm200 cma. Vertical reaction at point A.b. Moment reaction at point AVertical reaction at point Bd. Vertical reaction at point Ce. Vertical reaction at point DC.f.6mVertical reaction at point EArea of the cross-section140 cm120 cm140 cmE12 kN3mh.Location of the center of gravity from thebottom most part of the section.i.Location of the center of gravity from theleft most part of the section.j.Centroidal Moment of Inertia with respectto the horizontal axis.k.Centroidal Moment of Inertia with respectto the vertical axis.Moment of Inertia with respect to horizontalaxis.m. Moment of Inertia with respect to verticalaxis.n. Draw the Shear Diagram of the loadingsprovided.0. Draw the Moment Diagram of the loadingsprovided.p. Determine the maximum shear acting on thebeam.q. Determine the maximum shear stress.r. Determine the location/s of zero shear.Determine the maximum bending momentacting at the beam.S.t. Determine the maximum bending stress.u. Determine the location/s of zero moment.

As per guidelines, first three sub parts have been solved.

Answered: B 80 cm 3 kN/m -3m-4m 2m D Determine…

B 80 cm 3 kN/m -3m-4m 2m D Determine the following: 120 cm 200 cm a. Vertical reaction at point A. b. Moment reaction at point A Vertical reaction at point B C. 120 cm 12 kN

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

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Solve only situation 4 question thanks ASAP

Situation 1:
Determine the reactions at points A and B of the
beam provided.
4m
P-50KN
4m
2 k/ft
-8 ft
40kN/m
Situation 2:
Determine the reactions at the supports A, B, D, and
F.
8 k
F₁ =750 NC
B
4 ft
F₂=800 N
m
6m
D
Situation 3:
Determine the force in each member of the truss if W
= 100 kg. State if the member is in tension or
compression.
W
P₁-80KN
D-
4 ft 4 ft 4 ft-
2 ft
-4 m-
Cable
3m
-3 m
B
010
8m
2 m
2m
Situation 4:
Considering the beam provided below, fixed support
at point A, an internal hinge at points B and C,
rollers at point C and E. Cross-section of the beam is
provided below.
A
-3m-4m
B
80 cm
g.
3 kN/m
1.
C
m
Determine the following:
120 cm
200 cm
a. Vertical reaction at point A.
b. Moment reaction at point A
Vertical reaction at point B
d. Vertical reaction at point C
e. Vertical reaction at point D
C.
f.
6m
Vertical reaction at point E
Area of the cross-section
140 cm
120 cm
140 cm
E
12 kN
3m
h.
Location of the center of gravity from the
bottom most part of the section.
i.
Location of the center of gravity from the
left most part of the section.
j.
Centroidal Moment of Inertia with respect
to the horizontal axis.
k.
Centroidal Moment of Inertia with respect
to the vertical axis.
Moment of Inertia with respect to horizontal
axis.
m. Moment of Inertia with respect to vertical
axis.
n. Draw the Shear Diagram of the loadings
provided.
0. Draw the Moment Diagram of the loadings
provided.
p. Determine the maximum shear acting on the
beam.
q. Determine the maximum shear stress.
r. Determine the location/s of zero shear.
Determine the maximum bending moment
acting at the beam.
S.
t. Determine the maximum bending stress.
u. Determine the location/s of zero moment.

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