613. If E = 29 × 10° psi, what value of I is required to limit the 1/360 of the span for the beam in Fig. P-613? 2400 lb/ft -6 ft- R1 R2 Figure P-6
613. If E = 29 × 10° psi, what value of I is required to limit the 1/360 of the span for the beam in Fig. P-613? 2400 lb/ft -6 ft- R1 R2 Figure P-6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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613
Transcribed Image Text:613. If E = 29 X 10° psi, what value of I is required to limit the midspan deflection to
1/360 of the span for the beam in Fig. P-613?
%3D
Ans. 66.4 in.
2400 lb/ft
-4 ft-
-6 ft-
R1
R2 Figure P-613
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