Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 6, Problem 6.6.1P
To determine
(a)
The moment amplification factor
To determine
(b)
The moment amplification factor
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A one-story building as shown in the plan, if the height of the concrete floor is 320 m,
the width of the wall is 0.24 and the roof is made of reinforced concrete, the amount
of iron for the roof is 100 kg m3 and there are downward depressions with a depth
of 0.40 and a width of 0.25 along the wall and the amount of reinforcing iron is 89 kg
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Course Code
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Fluid Mechanics
3-1-0
MODULE 1: Fluid Properties:
Fluid-definition, types; physical properties of fluid-density, specific weight, specific volume, specific
gravity, viscosity- Newton's law of viscosity, surface tension, compressibility of fluids, capillarity.
MODULE 2: Fluid Statics:
Hydrostatic pressure, pressure height relationship, absolute and gauge pressure, measurement of
pressure-manometer, pressure on submerged plane and curved surfaces, centre of pressure; buoyancy,
equilibrium of floating bodies, metacentre; fluid mass subjected to accelerations.
MODULE 3: Fluid Kinematics:
Types of motion- steady and unsteady flow, uniform and no uniform flow, laminar and turbulent flow,
and path lines, stream tube, stream function
compressible and incompressible flow, one, two & three dimensional flow; stream lines, streak lines
and velocity potential, flow net and its drawing: free and forced vortex.
MODITE
Q. A closed…
H.W: For the tank shown in figure below, Find The amount of salt in the tank
at any time.
Ans: x = 2(100+t)
1500000
(100 + t)²
Qin = 3 L/min
Cin = 2 N/L
V = 100 L
Xo=50N
Qout = 2 L/min
Cout?
33
Chapter 6 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 6 - Prob. 6.2.1PCh. 6 - Prob. 6.2.2PCh. 6 - Prob. 6.6.1PCh. 6 - Prob. 6.6.2PCh. 6 - Prob. 6.6.3PCh. 6 - The member shown in Figure P6.6-4 is part of a...Ch. 6 - Prob. 6.6.5PCh. 6 - Prob. 6.6.6PCh. 6 - Prob. 6.6.7PCh. 6 - Prob. 6.6.8P
Ch. 6 - Prob. 6.6.9PCh. 6 - Prob. 6.6.10PCh. 6 - Prob. 6.6.11PCh. 6 - Prob. 6.6.12PCh. 6 - Prob. 6.6.13PCh. 6 - Prob. 6.7.1PCh. 6 - Prob. 6.7.2PCh. 6 - Prob. 6.8.1PCh. 6 - Prob. 6.8.2PCh. 6 - Prob. 6.8.3PCh. 6 - Prob. 6.8.4PCh. 6 - Prob. 6.8.5PCh. 6 - Prob. 6.8.6PCh. 6 - Prob. 6.8.7PCh. 6 - Prob. 6.8.8PCh. 6 - Prob. 6.8.9PCh. 6 - Prob. 6.8.10PCh. 6 - Prob. 6.9.1PCh. 6 - Prob. 6.9.2P
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