Materials Science And Engineering Properties
1st Edition
ISBN: 9781111988609
Author: Charles Gilmore
Publisher: Cengage Learning
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Chapter 15, Problem 6CQ
To determine
The cubic crystal for which the sequence of the values of sin2 θ for the diffraction peaks are 3, 4, 8, 11, 12, 16, 19.
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P
20 mm
15 mm
100 mm
200 mm
100 mm
15 mm
-450.0 mm-
-300.0 mm
300.0 mm
-300.0 mm
-450.0 mm-
300.0 mm
The butt connection shows 8-24mm bolts. Spacing and dimensions are shown in figure
PSAD-020. The plate is made of A36 steel.
Allowable tensile stress on gross area = 0.6Fy
Allowable tensile stress on net area = 0.5Fu
Allowable shear stress on net area = 0.3Fu
Bolt hole diameter = 26mm
Determine the allowable tensile load P based on net area rupture.
Determine the allowable tensile load P based on gross area yielding.
Determine the allowable tensile load P based on block shear strength.
P
300 mm
P
75 mm
-75 mm
P
I
75 mm
100 mm
-125 mm
Shown in figure PSAD-022 is a splice connection made of 8-22mm A325 bolts and a PL
300 x 12 mm made of A36 steel, connected back-to-back. The connection joins together
two A992 W410X67 (Fy = 50 ksi, Fu = 65 ksi) carrying a tension load P. Assume U =
0.70. Ignore bolt shear failure.
Determine the design capacity of the connection based on yielding of the plate.
Determine the design capacity of the section based on yielding of the wide flange section.
Determine the design capacity of the section based on rupture of the plate.
Determine the design capacity of the section based on block shear of the plate.
Chapter 15 Solutions
Materials Science And Engineering Properties
Ch. 15 - Prob. 1CQCh. 15 - Prob. 2CQCh. 15 - Prob. 3CQCh. 15 - Prob. 4CQCh. 15 - Prob. 5CQCh. 15 - Prob. 6CQCh. 15 - Prob. 7CQCh. 15 - Prob. 8CQCh. 15 - Prob. 9CQCh. 15 - Prob. 10CQ
Ch. 15 - Prob. 11CQCh. 15 - Prob. 12CQCh. 15 - Prob. 13CQCh. 15 - Prob. 14CQCh. 15 - Prob. 15CQCh. 15 - Prob. 16CQCh. 15 - Prob. 17CQCh. 15 - Prob. 18CQCh. 15 - Prob. 19CQCh. 15 - Prob. 20CQCh. 15 - Prob. 21CQCh. 15 - Prob. 22CQCh. 15 - Prob. 24CQCh. 15 - Prob. 25CQCh. 15 - Prob. 1ETSQCh. 15 - Prob. 2ETSQCh. 15 - Prob. 3ETSQCh. 15 - Prob. 4ETSQCh. 15 - Prob. 5ETSQCh. 15 - Prob. 6ETSQCh. 15 - Prob. 7ETSQCh. 15 - Prob. 8ETSQCh. 15 - Prob. 9ETSQCh. 15 - Prob. 10ETSQCh. 15 - Prob. 11ETSQCh. 15 - Prob. 12ETSQCh. 15 - Prob. 13ETSQCh. 15 - Prob. 14ETSQCh. 15 - Prob. 15ETSQCh. 15 - Prob. 16ETSQ
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