Concept explainers
Find the current in each branch in the circuit.
Answer to Problem 23P
The current in the branch
The current in the branch
The current in the branch
Explanation of Solution
Given data:
The value of the resistance
The value of the resistance
The value of the resistance
The supply voltage in the circuit is
Formula used:
Formula to calculate the equivalent resistance in the circuit is,
Here,
Formula to calculate the total resistance in the circuit is,
Here,
By using ohm’s law to find the voltage V is,
Here,
Rearrange the equation for the total current as,
By using current division rule to find the unknown current
By using current division rule to find the unknown current
Calculation:
Refer to Figure 12.16 in textbook for the example problem 12.6, redraw the circuit by replacing the light bulbs with resistors as shown in Figure 1, the
Substitute
Substitute
Substitute
Therefore, the total current in the circuit is
The current through the resistor
Substitute
Substitute
Conclusion:
Thus,
The current in the branch
The current in the branch
The current in the branch
Want to see more full solutions like this?
Chapter 12 Solutions
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
- Q.2 a. Determine the net area along route ABCDEF for C15x33.9(Ag=10in2) as shown in Fig. Holes are for %- in bolts. b. compute the design strength if A36 is used 0.650 in 14in 3in 0.400 in 9 in C15 x 33.9 3 in 14 in 2 in 0.650 in (b) (c) 141 3+2-040arrow_forwarda. Determine the net area of the W12x16(Ag=4.71in2) shown in Fig. Assuming that the holes are for 1-in bolts. b. compute the design strength if A36 is used W12 x 16 d-12.00 in -0.220 in 3 in HE -by-3.99 in 3 in 3 in DO 2 in 2 inarrow_forwarda. Determine the net area of the W12x16(Ag=4.71in2) shown in Fig. Assuming that the holes are for 1-in bolts. b. compute the design strength if A36 is used W12 x 16 d-12.00 in 4-0.220 in 3 in 3 in BO HO by-3.99 in 3 in 3 in DO E 2 in 2 inarrow_forward
- 止 Q.1 Using the lightest W section shape to design the compression member AB shown in Fig. below, the concentrated service dead load and live load is PD-40kips and PL 150kips respectively. The beams and columns are oriented about the major axis and the columns are braced at each story level for out-of-plan buckling. Assume that the same section is used for columns. Use Fy-50 ksi. 32456 Aarrow_forward02. Design a W shape beam is used to support the loads for plastered floor, shown in Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi. Note: The solution includes compute C, Check deflection at center of beam as well as shear capacity) B P10.5 P=140 W C Hing Hing 159 A 15.ftarrow_forwardحصنبتؤح٩ص٧٢٧قزرزكض٤arrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningResidential Construction Academy: House Wiring (M...Civil EngineeringISBN:9781285852225Author:Gregory W FletcherPublisher:Cengage Learning