FUND MAT SCI+ENG ACCESS+EPUB
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ISBN: 9781119662815
Author: Callister
Publisher: WILEY
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Chapter 13.16, Problem 4QP
To determine
To compute:
The volume percentage of graphite.
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Students have asked these similar questions
Design a typical girder for the floor system shown in the figure below. In addition to the weight of the beam, the dead
load consists of a 5-inch-thick reinforced concrete slab (normal-weight concrete). The live load is 85 psf, and there is a
20-psf partition load. Do not check deflections. Assume that the girder is supporting beams on each side, and assume
that the beams weigh 35 lb / ft. Let all the loads on the girder act as a uniform load (be sure to include the weight of
the beams).
30'
A
-4 @ 5' = 20'
Use the table below.
-
Mn (ft-kips) Mn/ (ft-kips) | Vn (kips) Vn/v (kips)
Shape
W21 × 48
398
265
216
144
W12 × 58
324
216
132
87.8
W16 × 45
309
205
167
111
W18 × 40
294
196
169
113
a. Use LRFD.
Calculate the required moment strength and the maximum shear.
(Express your answers to three significant figures.)
Mu
-
Vu
Select a shape:
-Select-
b. Use ASD.
ft-kips
kips
Calculate the required moment strength and the maximum shear.
(Express your answers to three significant figures.)
Ma =…
Apply single-phase equivalency to determine the linecurrents in the Y-D network shown in Fig. P10.13. The loadimpedances are Zab = Zbc = Zca = (25+ j5) W
Water in a tank is used to control the water pressure in a pipe as shown in Figure P5 below.
Find the pressure in the pipe at A if h = 200 mm and the mercury is at the elevation shown
(between points B and C). Assume standard atmospheric pressure and neglect the diameter
of the pipe. Express your answer in kPa.
Chapter 13 Solutions
FUND MAT SCI+ENG ACCESS+EPUB
Ch. 13.16 - Prob. 1QPCh. 13.16 - Prob. 2QPCh. 13.16 - Prob. 3QPCh. 13.16 - Prob. 4QPCh. 13.16 - Prob. 5QPCh. 13.16 - Prob. 6QPCh. 13.16 - Prob. 7QPCh. 13.16 - Prob. 8QPCh. 13.16 - Prob. 9QPCh. 13.16 - Prob. 10QP
Ch. 13.16 - Prob. 11QPCh. 13.16 - Prob. 12QPCh. 13.16 - Prob. 13QPCh. 13.16 - Prob. 14QPCh. 13.16 - Prob. 15QPCh. 13.16 - Prob. 16QPCh. 13.16 - Prob. 17QPCh. 13.16 - Prob. 18QPCh. 13.16 - Prob. 19QPCh. 13.16 - Prob. 20QPCh. 13.16 - Prob. 21QPCh. 13.16 - Prob. 22QPCh. 13.16 - Prob. 23QPCh. 13.16 - Prob. 1DPCh. 13.16 - Prob. 2DPCh. 13.16 - Prob. 3DPCh. 13.16 - Prob. 4DPCh. 13.16 - Prob. 5DPCh. 13.16 - Prob. 6DPCh. 13.16 - Prob. 7DPCh. 13.16 - Prob. 8DPCh. 13.16 - Prob. 1FEQPCh. 13.16 - Prob. 2FEQPCh. 13.16 - Prob. 3FEQPCh. 13.16 - Prob. 4FEQP
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- Select a W-shape for the following conditions: Beam spacing = 12 ft Span length = 25 ft Slab and deck combination weight = 43 psf Partition load = 20 psf Ceiling weight = 5 psf Flooring weight = 2 psf Live load 160 psf Fy = 50 ksi The maximum live load deflection cannot exceed L/340. Shape Mp (ft-kips) M₁/ (ft-kips) Vn (kips) Vn/v (kips) Ix (in. Vn/n, (kips) I. (in.) W14 × 61 383 254 156 104 640 W21 × 44 358 238 217 145 843 W16 × 50 345 230 186 124 659 W18 × 46 340 226 195 130 712 a. Use LRFD. Calculate the required moment of inertia, the required moment strength, and the maximum shear. (Express your answers to three significant figures.) Ix = in. 4 Μι = Vu Select a shape: -Select- b. Use ASD. ft-kips kips Calculate the required moment of inertia, the required moment strength, and the maximum shear. (Express your answers to three significant figures.) Ix Ma = Va = Select a shape: -Select- 4 in. ft-kips kipsarrow_forward10.8 In the network of Fig. P10.8, Za = Zb = Zc = (25+ j5) W.Determine the line currents.arrow_forwardThe beam shown in the figure below has continuous lateral support of both flanges. The uniform load is a service load consisting of 70% dead load and 30% live load. The dead load includes the weight of the beam. 6 k/ft +9 18' If A992 steel is used, is a W12 × 35 adequate? For A992 steel: Fy = 50 ksi. bf h For W12 x 35: = 6.31, = 36.2 in., Zx 2tf tw (Express your answers to three significant figures.) a. Use LRFD. Mu Фомп = ft-kips ft-kips A W12 × 35 is -Select- b. Use ASD. Ma = ft-kips Mn ft-kips 26 A W12 × 35 is -Select- = +6→ 51.2 in. 3arrow_forward
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