Connect Access Card For Fundamentals Of Structural Analysis (one Semester Access) 5th Edition
5th Edition
ISBN: 9781259820960
Author: Leet, Kenneth
Publisher: McGraw-Hill Education
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Chapter 10, Problem 5P
To determine
Find the reaction at A and C and draw the bending moment and shear force diagram for member BC.
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The amount of lumber produced and consumed by three states is shown in the following table.
Tons of Lumber Produced and Consumed Per Year (Tons)
State
Lumber Produced
1
2
3
5,880
3,300
9,800
Lumber Consumed
980
10,000
8,000
Intrastate shipment distances are 300 miles and interstate distances are 500 miles (between States 1 and 2), 1,000 miles (between States 1 and 3), and 400 miles (between States 2 and 3). Assuming an impedance function of the form 1/d, estimate the tonnage of lumber that will travel
between the three states. (Compute enough iterations that the total computed consumption for each state, rounded to the nearest integer, matches the given consumption.)
To
State
1
2
3
Total
1
2
From
3
Total
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By using the yield line theory, determine the moment (m) for an isotropic reinforced
concrete two-way slab (supports on two S.S sides shown in figure under the load (P)
(all dimensions are in mm).
Solve by equilibrium method
m
m
2000
2000
3000
The bracket BCD is hinged at C and attached to a control cable at B. Let F₁ = 275 N and F2 = 275 N.
F₁
B
a=0.18 m
C
A
0.4 m-
0.4 m-
0.24 m
Determine the tension in cable AB.
The tension in the cable (T)
=
N
F2
Chapter 10 Solutions
Connect Access Card For Fundamentals Of Structural Analysis (one Semester Access) 5th Edition
Ch. 10 - Prob. 1PCh. 10 - Prob. 2PCh. 10 - Prob. 3PCh. 10 - Prob. 4PCh. 10 - Prob. 5PCh. 10 - Prob. 6PCh. 10 - Prob. 7PCh. 10 - Prob. 8PCh. 10 - Prob. 9PCh. 10 - Prob. 10P
Ch. 10 - Prob. 11PCh. 10 - Prob. 12PCh. 10 - Figure P10.13 shows the forces exerted by the soil...Ch. 10 - Prob. 14PCh. 10 - Prob. 15PCh. 10 - Prob. 16PCh. 10 - Prob. 17PCh. 10 - Prob. 18PCh. 10 - Prob. 19PCh. 10 - Prob. 20PCh. 10 - Prob. 21PCh. 10 - Prob. 22PCh. 10 - Prob. 23PCh. 10 - Prob. 24PCh. 10 - Prob. 25PCh. 10 - Prob. 26PCh. 10 - Prob. 27PCh. 10 - Prob. 28PCh. 10 - Prob. 29PCh. 10 - Prob. 30PCh. 10 - Prob. 31PCh. 10 - Prob. 32PCh. 10 - Prob. 33PCh. 10 - Prob. 34PCh. 10 - Prob. 35P
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