Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 7, Problem 7.15PFS
To determine
The design of square base plate with A36 steel for a
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A1.4- Determine the factored moment resistance for the flanged beam (simply supported) shown in Figure 4.
Given: Beam span L = 8m
fc = 25MPa
fy=400MPa
As = 3-35M
*350*
mm
1.5 m
Figure 4
*350*
mm
-60mm
A2.3- a simply supported reinforced concrete beam of rectangular cross-section is shown in Figure 3. The beam
supports a uniform dead load of 20 kN/m (excluding the beam self-weight) and a uniform live load of 20 kN/m.
The beam width is restricted to 400 mm. The maximum aggregate size is 20 mm. We are using 10M bars for
stirrups and 25M bars for tension steel. Concrete is type N with f'c = 35 MPa and fy = 400 MPa. The beam needs
to have 2hr fire rating.
Design the beam for the given load, considering the reinforcement ratio p < 0.5 pb
Figure 3
WDL = 20 kN/m
WLL= 20 kN/m
8.0 m
A2.2- For the given reinforced concrete section shown in Figure 2,
a) Determine the balanced reinforced amount for this section;
b) Calculate the ultimate moment resistance of the section if As = 8-20M. What is the
mode of failure?
c) Calculate the ultimate moment resistance of the section if As = 8-30M. Determine the
strain in the steel reinforcement.
Given: fc 30 MPa
fy = 400 MPa
625 mm
500 mm
+
+
*.
400 mm
Figure 2
Chapter 7 Solutions
Structural Steel Design (6th Edition)
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