Solution Manual For Design Of Reinforced Concrete 9th Edition By Mccormac 73v6d
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Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Centroid of tension steel bars is located at a distance from the bottom of the beam of [(4)(1.00 in2)(3 in)+ (2)(1.00 in2)(6 in)]/6 = 4 in., or one inch above the bottom layer. Therefore d = 20 in.
The value of fs here is at the centroid of the tension steel bars. At the bottom layer of bars, the distance from the neutral axis is one inch larger, so the stress in the bottom layer is calculated using y = 12.33 in. instead of 11.23 in. The resulting value of fs = 14,037 psi.
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
The value of fs here is at the centroid of the tension steel bars. At the bottom layer of bars, the distance from the neutral axis is two inches larger, so the stress in the bottom layer is calculated using y = 19.70 in. instead of 17.70 in. The resulting value of fs = 36,255 psi.
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
4#8
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Problem 2.56 – Repeat Prob. 2.27 using the spreadsheet for Chapter 2 Open the Chap. 2 spreadsheet, and select the Rectangular Beam Moment Strength Worksheet. Input the values for cells colored yellow.
Nominal Moment Strength Singly Reinforced Rectangular Beam Units
Mn =
f'c =
4000
psi
b=
16
in.
d=
26.25
in.
As =
6
fy =
60
ksi
a=
6.62
in.
Mn =
8258.8
in.-k
in
688.2
kip-ft
619.4
kip-ft
2
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Problem 2.57 – Repeat Prob. 2.28 using the spreadsheet for Chapter 2 Open the Chap. 2 spreadsheet, and select the Rectangular Beam Moment Strength Worksheet. Input the values for cells colored yellow. Nominal Moment Strength Singly Reinforced Rectangular Beam Units f'c =
4000
psi
b=
16
in.
d=
25
in.
As =
5.06
fy =
60
ksi
a=
5.58
in.
Mn =
Mn =
in
2
6742.8
in.-k
561.9
kip-ft
505.7
kip-ft
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Centroid of tension steel bars is located at a distance from the bottom of the beam of [(4)(1.00 in2)(3 in)+ (2)(1.00 in2)(6 in)]/6 = 4 in., or one inch above the bottom layer. Therefore d = 20 in.
The value of fs here is at the centroid of the tension steel bars. At the bottom layer of bars, the distance from the neutral axis is one inch larger, so the stress in the bottom layer is calculated using y = 12.33 in. instead of 11.23 in. The resulting value of fs = 14,037 psi.
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
The value of fs here is at the centroid of the tension steel bars. At the bottom layer of bars, the distance from the neutral axis is two inches larger, so the stress in the bottom layer is calculated using y = 19.70 in. instead of 17.70 in. The resulting value of fs = 36,255 psi.
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
4#8
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Problem 2.56 – Repeat Prob. 2.27 using the spreadsheet for Chapter 2 Open the Chap. 2 spreadsheet, and select the Rectangular Beam Moment Strength Worksheet. Input the values for cells colored yellow.
Nominal Moment Strength Singly Reinforced Rectangular Beam Units
Mn =
f'c =
4000
psi
b=
16
in.
d=
26.25
in.
As =
6
fy =
60
ksi
a=
6.62
in.
Mn =
8258.8
in.-k
in
688.2
kip-ft
619.4
kip-ft
2
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Problem 2.57 – Repeat Prob. 2.28 using the spreadsheet for Chapter 2 Open the Chap. 2 spreadsheet, and select the Rectangular Beam Moment Strength Worksheet. Input the values for cells colored yellow. Nominal Moment Strength Singly Reinforced Rectangular Beam Units f'c =
4000
psi
b=
16
in.
d=
25
in.
As =
5.06
fy =
60
ksi
a=
5.58
in.
Mn =
Mn =
in
2
6742.8
in.-k
561.9
kip-ft
505.7
kip-ft
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
Full file at http://testbankcart.eu/Solution-Manual-for-Design-of-Reinforced-Concrete-9th-Edition-by-McCormac
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