The fixed-end member shown in Figure P6.6-13 is a W18 x 71 of A992 steel. Bending is about the strong axis. What is the maximum permissible value of Q, a service live load? (Moments can be computed from the formulas given in Part 3 of the Manual.) a. Use LRFD. b. Use ASD. D = 70k L= 200 10 20 10
The fixed-end member shown in Figure P6.6-13 is a W18 x 71 of A992 steel. Bending is about the strong axis. What is the maximum permissible value of Q, a service live load? (Moments can be computed from the formulas given in Part 3 of the Manual.) a. Use LRFD. b. Use ASD. D = 70k L= 200 10 20 10
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please explain the diagram of moment in this example.
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Transcribed Image Text:The fixed-end member shown in Figure P6.6-13 is a W18 x 71 of A992 steel. Bending
is about the strong axis. What is the maximum permissible value of Q, a service live
load? (Moments can be computed from the formulas given in Part 3 of the Manual.)
a. Use LRFD.
b. Use ASD.
D = 70 k
L= 200 k
10
20
10
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