Design the steel for 30x15" beam loaded as shown to support the applied loads, The dead load shown does not include the beam weight. Use fy = 60,000 Psi, fc'=4,000 Psi. 30"h PL 15k 10° As 30 ft. DL= 1k/ft, LL = 1.5 k/ft
Design the steel for 30x15" beam loaded as shown to support the applied loads, The dead load shown does not include the beam weight. Use fy = 60,000 Psi, fc'=4,000 Psi. 30"h PL 15k 10° As 30 ft. DL= 1k/ft, LL = 1.5 k/ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please include moment diag

Transcribed Image Text:Design the steel for 30x15" beam loaded as shown to support the applied loads, The dead
load shown does not include the beam weight. Use fy = 60,000 Psi, fc'=4,000 Psi.
30"h
PL 15k
10°
As
30 ft.
DL= 1k/ft, LL = 1.5 k/ft
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