611. Compute the value of EIS at midspan for the beam loaded as shown in Fig. P-611. If E = 10 GPa, what value of I is required to limit the midspan deflection to 1/360 of the span? Ans. EI8= 500 N·m³; I= 4.50 x 106 mm 300 N/m 2 m- -2 m- Figure P-611 R₂

611. Compute the value of EIS at midspan for the beam loaded as shown in Fig. P-611. If E = 10 GPa, what value of I is required to limit the midspan deflection to 1/360 of the span? Ans. EI8= 500 N·m³; I= 4.50 x 106 mm 300 N/m 2 m- -2 m- Figure P-611 R₂

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

611. Compute the value of EIS at midspan for the beam loaded as shown in Fig. P-611.
If E= 10 GPa, what value of I is required to limit the midspan deflection to 1/360
of the span?
1
Ans. EIS 500 N·m³; I= 4.50 x 106 mm´
=
300 N/m
-2 m
Figure P-611 R₁

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