Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 19, Problem 19.6Q
To determine
The definition of GFCI duplex convenience outlet.
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Students have asked these similar questions
The tension member shown in the figure below must resist a service dead load of
60 kips and a service live load of 45 kips. Does the member have enough
strength? The steel is A588: Fy = 50 ksi, Fu
=
70 ksi; and the bolts are 11/8
inches in diameter. Assume that Ae
=
An.
О
О
PL 3/8 X 71/2
a. Use LRFD.
Determine the design strength and the factored load. Make a conclusion about the
member.
(Express your answers to three significant figures.)
Φι Ρη
=
kips
kips
Pu
=
-Select-
b. Use ASD.
Determine the allowable strength and required strength. Make a conclusion about
the member.
(Express your answers to three significant figures.)
Ft Ae
=
Pa
=
-Select-
kips
kips
Draw neatly top side front
Determine the required vertical and horizontal resisting forces and line of actions, as well as
the resisting moment at the support of the 12 m wide gate in the diagram. (25 Points)
(Answers: 2486 , 1076 , 6414 .x yF kN F kN M kN m= = = )
Chapter 19 Solutions
Architectural Drafting and Design (MindTap Course List)
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- By using the yield line theory, determine the ultimate resisting moment per linear meter (m) for an isotropic reinforced concrete two-way simply supported triangle slab shown in figure under a uniform load (q). Solve by using equilibrium method m marrow_forwardThe tension in cable BA is 10 kN. The questions will lead you toward determining the moment of the force acting from B to A about the x-axis. Hints: Pay attention to the orientation of the XYZ coordinate axes. 1000 mm A (400, 300, 0) mm 600 mm xarrow_forwardThe beam shown in the figure below is typical for a floor system in an existing building.It needs to carry a uniform live load of 260 lb/ft and a uniform dead weight of 400 lb/ft,including its own weight. The owner wants to add a partition weighing 7 kip (live load) asshown. Assuming the added partition as live load, is the beam section adequate to safelycarry the extra live load?PartitionStirrups15 ft 3 in.14 in.a. Determine the d e s i g n m o m e n t c a p a c i t y .b. D e t e r m i n e t h e f a c t o r e d a p p l i e d b e n d i n g m o m e n t .c. Is the beam safe and adequate for bending? Please explain your response.arrow_forward
- 4. Use the influence function method to draw the influence line for the shear just to the right of A. Assume C is fixed, A is a roller, and B is a pin. 8 ft A 16 ft B 10 ft-arrow_forward4-39. Draw the shear and moment diagrams for each of the three members of the frame. Assume the frame is pin connected at A, C, and D and there is a fixed joint at B. 4 m 50 kN 40 kN -1.5 m -2 m 1.5 B 15 kN/m 6 m Darrow_forwardAggregates from three sources having the properties shown in Table P5.41were blended at a ratio of 25:60:15 by weight. Determine the properties of theaggregate blend.arrow_forward
- 7-7. Determine the equations of the elastic curve for the beam using the x and x, coordinates. Specify the beam's maximum deflection. El is constant. 22arrow_forwardThe cantilever beam shown below supports a uniform service (unfactored) dead load of 1.5 kip/ft plus its own self weight, plus two unknown concentrated service (unfactored) live loads, as shown. The concrete has f’c = 6,000 psi and the steel yield strength is 60 ksi. a. Determine the design moment capacity. b. Set up the applied bending moment capacity. c. Calculate maximum safe concentrated live load that the beam may carry.arrow_forwardThe circular slab of radius r supported by four columns, as shown in figure, is to be isotropically reinforced. Find the ultimate resisting moment (m) per linear meter required just to sustain a concentrated factored load of P kN applied at the center of the slab. Solve by using equilibrium m m Columnarrow_forward
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