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
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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
Transcribed Image Text: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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