Materials Science And Engineering
10th Edition
ISBN: 9781119405498
Author: Callister, William D., Jr, RETHWISCH, David G., Jr., 1940- Author.
Publisher: Wiley,
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Chapter 11, Problem 13QAP
To determine
To cite:
The advantages and disadvantages of hot working and cold working.
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7. Match the given strand profiles with the corresponding loading conditions for a prestressed concrete (PSC) beam.
Strand profile
(b)
(d)
(c)
(a)
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Load on a beam
4. For serviceability considerations, the effective moment of inertia (Ie) is calculated using the following
formula:
le
1
-
1cr
((2/3) Mcr)
Ma
2
-
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Note that the upper bound was previously set as Iut in the earlier ACI equation.
(a) Arrange the following moment of inertia values in ascending order (from smallest to largest):
le, Ier, Ig and lut
(b) Mer is the cracking moment. Choose the cross-section that should be used to compute Mcr.
NA.
h
5. Identify and circle the figure that represents the scenario in which the torsional effect is permitted to be reduced
according to the ACI code provisions. (3 pts)
mt
mi
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(b)
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Chapter 11 Solutions
Materials Science And Engineering
Ch. 11 - Prob. 1QAPCh. 11 - Prob. 2QAPCh. 11 - Prob. 3QAPCh. 11 - Prob. 5QAPCh. 11 - Prob. 6QAPCh. 11 - Prob. 7QAPCh. 11 - Prob. 8QAPCh. 11 - Prob. 9QAPCh. 11 - Prob. 10QAPCh. 11 - Prob. 11QAP
Ch. 11 - Prob. 12QAPCh. 11 - Prob. 13QAPCh. 11 - Prob. 14QAPCh. 11 - Prob. 15QAPCh. 11 - Prob. 16QAPCh. 11 - Prob. 17QAPCh. 11 - Prob. 18QAPCh. 11 - Prob. 19QAPCh. 11 - Prob. 20QAPCh. 11 - Prob. 23QAPCh. 11 - Prob. 24QAPCh. 11 - Prob. 25QAPCh. 11 - Prob. 26QAPCh. 11 - Prob. 27QAPCh. 11 - Prob. 30QAPCh. 11 - Prob. 31QAPCh. 11 - Prob. 2DPCh. 11 - Prob. 1FEQPCh. 11 - Prob. 2FEQPCh. 11 - Prob. 3FEQPCh. 11 - Prob. 4FEQPCh. 11 - Prob. 5FEQPCh. 11 - Prob. 6FEQP
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- . 9. A reinforced concrete beam is subjected to V/ = 40 kips and Tu/ = 12 ft kips at the critical section. Given conditions: ⚫ Longitudinal reinforcements use No. 8 grade 60 steel with an effective depth d = 20 in. For shear capacity, V = 18 kips and V₂ = 22 kips • For transverse reinforcements, use No. 3 bars with grade 60. • The effective torsional area of A. = 150 in². • Crack angle = 45° ⚫ The minimum stirrup spacing is Smin = 4" and the maximum stirrup spacing is Smax = Find the required stirrup spacing at the critical section. 8".arrow_forward3. The beam shown on the right uses three No. 8 bars made of Grade 60 steel as longitudinal reinforcement. The allowable maximum center-to-center spacing of the longitudinal rebars has been determined to be 10 inches. Now assume that Grade 80 steel will be used instead. Determine whether the beam satisfies the rebar spacing requirements according to the ACI Code. Additional assumptions: • Estimate fs = fy • 20" Clear cover: ? 12" Clear side cover: 1.5" The clear cover depth cc and the clear side cover remain unchanged, regardless of the change in material.arrow_forward6. For the slender columns shown below: a) Determine the effective buckling length factor (k) for each column. b) Circle the column with the largest buckling capacity, assuming all columns have the same length (f) and the same flexural rigidity (E+I) k = (a) (b) (c) (d)arrow_forward
- Not: Solve this by karnof map Exclusively "Do not use Al tools. Solve the problem by hand on paper only and upload a photo of your handwritten solution."arrow_forward5. Identify and circle the figure that represents the scenario in which the torsional effect is permitted to be reduced according to the ACI code provisions. mi (a) V7+ B (b)arrow_forward5. Identify and circle the figure that represents the scenario in which the torsional effect is permitted to be reduced according to the ACI code provisions. (3 pts) mi (a) V7+ B (b)arrow_forward
- If you can briefly answer each of the given questions I will rate, thanks.arrow_forwardNot: Solve this by karnof map Exclusively "Do not use Al tools. Solve the problem by hand on paper only and upload a photo of your handwritten solution."arrow_forwardFind the equivalent mass of the rocker arm assembly with respect to the x coordinate. k₁ mi m2 k₁arrow_forward
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