FUND MAT SCI+ENG ACCESS+EPUB
FUND MAT SCI+ENG ACCESS+EPUB
5th Edition
ISBN: 9781119662815
Author: Callister
Publisher: WILEY
Question
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Chapter 11.17, Problem 37QP

(a)

To determine

The Brinell hardnesses and ductilities (%RA) for specimens of an iron-carbon alloy of eutectoid composition subjected to heat treatments:

Cool rapidly to 350°C(660°F) , hold for 103s , then quench to room temperature:

(b)

To determine

Cool rapidly to 625°C(1160°F) , hold for 10s , then quench to room temperature:

(c)

To determine

Cool rapidly to 600°C(1110°F) , hold for 4s , rapidly cool to 450°C(840°F) , hold for 10s , then quench to room temperature:

(d)

To determine

Reheat the specimen in part (c) to 700°C(1290°F) for 20h :

(f)

To determine

Cool rapidly to 665°C (1230°F), hold for 103 s, then quench to room temperature:

(g)

To determine

Rapidly cool to 575°C (1065°F), hold for 20 s, rapidly cool to 350°C (660°F), hold for 100 s, then quench to room temperature:

(h)

To determine

Rapidly cool to 350°C (660°F), hold for 150 s, then quench to room temperature:

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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
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