EBK STRUCTURAL ANALYSIS
6th Edition
ISBN: 9780357030974
Author: KASSIMALI
Publisher: VST
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Question
Chapter 3, Problem 4P
(a)
To determine
Categorize the given structure as unstable, determinate or indeterminate.
Find the degree of indeterminacy if the structure is statically indeterminate.
(b)
To determine
Categorize the given structure as unstable, determinate or indeterminate.
Find the degree of indeterminacy if the structure is statically indeterminate.
(c)
To determine
Categorize the given structure as unstable, determinate or indeterminate.
Find the degree of indeterminacy if the structure is statically indeterminate.
(d)
To determine
Categorize the given structure as unstable, determinate or indeterminate.
Find the degree of indeterminacy if the structure is statically indeterminate.
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Students have asked these similar questions
6-19 Determine the LRFD design strength and the ASD allowable strength of the section shown
if snug-tight bolts 3 ft on center are used to connect the A572-Grade 50 angles. The two
angles, 5×31/2 × 5/16, are oriented with the long legs back-to-back
(2 L5 × 31/2 × 5/16 LLBB) and separated by 3/8 inch. The effective length,
(Lc)x = (Lc)y = (Lc)z
=
14 ft. (Ans. 65.4 k LRFD; 43.5 k ASD)
Figure P6-19
x
x
2L5×32×5/16 LLBB
6-21 Four 3×3× 1/4 angles are used to form the member shown in the accompanying
illustration. The member is 24 ft long, has pinned ends, and consists of A572-Grade 50
steel. Determine the LRFD design strength and the ASD allowable strength of the
member. Design single lacing and end tie plates, assuming connections are made to the
angles with 3/4-in diameter bolts. (Ans. 159.1 k LRFD; 106.0 k ASD)
Figure P6-21
12 in
L
12 in
1000 th
2' 2'
w=200 to /ft
Handout Problem #3.
A beam has the loading and cross section shown.
1) Draw the shear force and bending moment diagrams
for the beam.
5" 2) Determine the maximum bending stress in the
beam. Carefully identify its location both along the
beam and along the cross section.
3) Determine the maximum transverse shear stress in
the beam. Carefully identify its location both along
the beam and along the cross section:
y=2" up
from bottom
"INA = 33.33 int
VMAX = 1160+b
MMAX - 2704 Hb-ft
QMAX = 8mm³
Chapter 3 Solutions
EBK STRUCTURAL ANALYSIS
Ch. 3 - Prob. 1PCh. 3 - Prob. 2PCh. 3 - Prob. 3PCh. 3 - Prob. 4PCh. 3 - Prob. 5PCh. 3 - Prob. 6PCh. 3 - Prob. 7PCh. 3 - Prob. 8PCh. 3 - Prob. 9PCh. 3 - Prob. 10P
Ch. 3 - Prob. 11PCh. 3 - Prob. 12PCh. 3 - Prob. 13PCh. 3 - Prob. 14PCh. 3 - Prob. 15PCh. 3 - Prob. 16PCh. 3 - Prob. 17PCh. 3 - Prob. 18PCh. 3 - Prob. 19PCh. 3 - Prob. 20PCh. 3 - Prob. 21PCh. 3 - Prob. 22PCh. 3 - Prob. 23PCh. 3 - Prob. 24PCh. 3 - Prob. 25PCh. 3 - Prob. 26PCh. 3 - Prob. 27PCh. 3 - Prob. 28PCh. 3 - Prob. 29PCh. 3 - Prob. 30PCh. 3 - Prob. 31PCh. 3 - Prob. 32PCh. 3 - Prob. 33PCh. 3 - Prob. 34PCh. 3 - Prob. 35PCh. 3 - Prob. 36PCh. 3 - Prob. 37PCh. 3 - Prob. 38PCh. 3 - Prob. 39PCh. 3 - Prob. 40PCh. 3 - Prob. 41PCh. 3 - Prob. 42P
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