Pls help me step by step solutions for me to understand, everything needed is in the image. thank you!! 1. Determine the maximum shearand moment of the beam loadedW = 12 KN/m4m2mR1Rzshown.P=?1001002. Compute the value of the concentratedload P at the midspan that will causeR,Rz 500the beam to crack (include the deadload of the beam). Use fc' 24 MPa,Mcr = Ifr100500%3Dfr = 0.62/fefy= 276 MPa. The beam has a simplespan of Gm.3. Using the *RULE OF THUMB", find theinitial size of the beam with a simple4.5mR1R2span of 4.5 m.4. Design a monolithic reinforced concreteslab having clear span dimensions of6m x 7.5 m. The floor slab is to carry7.5mFLOORSLAB6ma service live load of GKfa uniformlydistributed over its surface. Use fc'= 28 MPaand fy = 415 MPa.%3D5. Determine whether the slabs shown isa two-way or one-way and also3mS-1approximately find the thickness of4.5m5-2each slab.4m2m

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Engineering

Civil Engineering

1. Determine the maximum shear W = 12 KN/m 4m 2m and moment of the beam loaded RI R2 shown.

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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To complete a specific task or to accomplish organizational goals along with increasing work productivity, individuals need to come together and think along a common path and direction. There are certain tasks in an organization that cannot be done alone and the involvement of more individuals is essential. These groups of individuals who work together for a common goal compose a team and the individual members involved are known as team members.

Question

Pls help me step by step solutions for me to understand, everything needed is in the image. thank you!!

1. Determine the maximum shear
and moment of the beam loaded
W = 12 KN/m
4m
2m
R1
Rz
shown.
P=?
100
100
2. Compute the value of the concentrated
load P at the midspan that will cause
R,
Rz 500
the beam to crack (include the dead
load of the beam). Use fc' 24 MPa,
Mcr = Ifr
100
500
%3D
fr = 0.62/fe
fy= 276 MPa. The beam has a simple
span of Gm.
3. Using the *RULE OF THUMB", find the
initial size of the beam with a simple
4.5m
R1
R2
span of 4.5 m.
4. Design a monolithic reinforced concrete
slab having clear span dimensions of
6m x 7.5 m. The floor slab is to carry
7.5m
FLOOR
SLAB
6m
a service live load of GKfa uniformly
distributed over its surface. Use fc'= 28 MPa
and fy = 415 MPa.
%3D
5. Determine whether the slabs shown is
a two-way or one-way and also
3m
S-1
approximately find the thickness of
4.5m
5-2
each slab.
4m
2m

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