MATERIALS SCIENCE AND ENGINEERING -PACK
10th Edition
ISBN: 9781119721857
Author: Callister
Publisher: WILEY
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Chapter 9, Problem 52QAP
(a)
To determine
The difference between hypoeutectoid and hypereutectoid steels?
(b)
To determine
The difference between eutectoid and proeutectoid ferrite and their carbon concentration:
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I need help with this problem and an explanation of the solution for the image described below. (Introduction to Signals and Systems)
H.W.3: A rectangular beam has a width of 400 mm, and effective depth d=700 mm to centroid of
tension steel bars. Tension steel reinforcement consist of 4036mm in two rows,
compression reinforcement of 2622mm. Calculate the design moment strength of the
beam, where f'c=21 MPa, fy=420 MPa, d'=65mm.
(Mu=927 kN.m Ans)
H.W.4: A beam section is limited to a width of 250 mm, and total depth h=550 mm, and has to resist
a factored moment 307 kN.m.Calculate the required reinforcement, given f'c=21 MPa,
fy=350 MPa, d'=65mm.
(As=5425mm, As'=2422 mm Ans)
Chapter 9 Solutions
MATERIALS SCIENCE AND ENGINEERING -PACK
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- I need help with this problem and an explanation of the solution for the image described below. (Introduction to Signals and Systems)arrow_forward5. Find the shear force V and the bending moment M for the beam of Figure 5 as functions of the distance x from A. Hence find the location and magnitude of the maximum bending moment. w(x) = wox L x L Figure 5 Barrow_forwardThe tension member shown in the figure below must resist a service dead load of 60 kips and a service live load of 45 kips. Does the member have enough strength? The steel is A588: Fy = 50 ksi, F₁ = 70 ksi; and the bolts are 11/8 inches in diameter. Assume that A = An PL 38 x 72 оо a. Use LRFD. Determine the design strength and the factored load. Make a conclusion about the member. (Express your answers to three significant figures.) +Pn Pu = = kips kips -Select- b. Use ASD. Determine the allowable strength and required strength. Make a conclusion about the member. (Express your answers to three significant figures.) Ft Ae = P₁ = -Select- kips kipsarrow_forward
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